@article{barrington1940observations1,
    author = "Barrington, E. J. W",
    title = "Observations on feeding and digestion in Glossobalanus minutus",
    year = "1940",
    journal = "Quarterly Journal of Microscopical Science, v. 82, p. 227-260",
    note = "talkorigins\_source = {true}; raw\_reference = {Barrington, E. J. W., 1940, Observations on feeding and digestion in Glossobalanus minutus: Quarterly Journal of Microscopical Science, v. 82, p. 227-260.}"
}

@misc{colbert1962the2,
    author = "Colbert, E. H",
    title = "The weight of dinosaurs",
    year = "1962",
    howpublished = "American Museum of Natural History Novitates, v. 2076, p. 1-16",
    note = "talkorigins\_source = {true}; raw\_reference = {Colbert, E. H., 1962, The weight of dinosaurs: American Museum of Natural History Novitates, v. 2076, p. 1-16.}"
}

@misc{dodd1966an3,
    author = "Dodd, J. M. and Dodd, M. H. I",
    title = "An Experimental Investigation of the Supposed Pituitary Affinities of the Ascidian Neural Complex, in Barnes, H., ed., Some Contemporary Studies in Marine Science",
    year = "1966",
    howpublished = "London, Allen and Unwin",
    note = "talkorigins\_source = {true}; raw\_reference = {Dodd, J. M., and Dodd, M. H. I., 1966, An Experimental Investigation of the Supposed Pituitary Affinities of the Ascidian Neural Complex, in Barnes, H., ed., Some Contemporary Studies in Marine Science: London, Allen and Unwin.}"
}

@misc{rhr1979the4,
    author = "Rhr, H",
    title = "The circulatory system of Amphioxus (Branchiostona lanceolatum). A light microscope investigation based on intravascular injection technique",
    year = "1979",
    howpublished = "Acta Zoologica, Stockholm, v. 60, p. 1-18",
    note = "talkorigins\_source = {true}; raw\_reference = {Rhr, H., 1979, The circulatory system of Amphioxus (Branchiostona lanceolatum). A light microscope investigation based on intravascular injection technique: Acta Zoologica, Stockholm, v. 60, p. 1-18.}"
}

@article{giudice1993new,
    author = "Giudice, George J. and Diaz, Luis A.",
    title = "New Laboratory Methods in the Investigation of Bullous Disease",
    year = "1993",
    journal = "Dermatologic Clinics",
    url = "https://doi.org/10.1016/s0733-8635(18)30240-7",
    doi = "10.1016/s0733-8635(18)30240-7",
    number = "3",
    openalex = "W2403311864",
    pages = "419-427",
    volume = "11",
    references = "doi101001jama196703120220053008, doi101016009286749190051y, doi101016009286749190360b, doi101056nejm198205203062001, doi10111115231747ep12616580, doi101126science1720261, doi101126science2999980, doi101172jci114812, doi1031810037972711729622, doi104049jimmunol13641231"
}

@article{doi101017s0950268897007991,
    author = "Chapman, P. and Siddons, C. and Manning, J. and Cheetham, C.",
    title = "An outbreak of infection due to verocytotoxin-producing Escherichia coli O157 in four families: the influence of laboratory methods on the outcome of the investigation",
    year = "1997",
    journal = "Epidemiology and Infection",
    abstract = "Three members of family A, who had diarrhoea on 20 October, lived on a small arable farm which had 10 cattle. Manure from the animals was used to fertilize the ground for growing potatoes which were then offered for retail sale, unwashed, directly from the farm. The mother from family B bought potatoes, which were covered with manure, from family A in early November and over the subsequent 10 days she became ill with diarrhoea and her daughter and son both became ill with bloody diarrhoea. The mother from family C visited family B while the daughter from the latter family was symptomatic; the mother developed diarrhoea several days later. The mother and two sons from family D visited family B while the son from the latter family was symptomatic; the first son developed bloody diarrhoea 6 days later which progressed to development of haemolytic-uraemic syndrome. Direct culture of faecal samples onto cefixime rhamnose sorbitol MacConkey agar failed to isolate E. coli O157 from any of the symptomatic patients, and direct culture onto cefixime tellurite sorbitol MacConkey agar isolated the organism from only one patient. In contrast, a combination of isolation of E. coli O157 by immunomagnetic separation and detection of E. coli O157-specific secretory IgA, suggested E. coli O157 infection in all eight symptomatic patients, but not in any of the family members who were not ill. Two children who excreted the organism for 60 and 89 days respectively were the only two patients who did not develop a secretory IgA response. E. coli O157 was not isolated from potatoes from the farm and faecal samples from the farm animals were not available for examination. The study illustrates the need to use the most sensitive methods available during the investigation and follow up of cases of E. coli O157 infection.",
    url = "https://www.cambridge.org/core/services/aop-cambridge-core/content/view/517535830F1A716784C416D4FEAEF9CB/S0950268897007991a.pdf/div-class-title-an-outbreak-of-infection-due-to-verocytotoxin-producing-span-class-italic-escherichia-coli-span-o157-in-four-families-the-influence-of-laboratory-methods-on-the-outcome-of-the-investigation-div.pdf",
    doi = "10.1017/S0950268897007991",
    is_oa = "true",
    number = "2",
    pages = "113-119",
    semanticscholar_citation_count = "49",
    semanticscholar_id = "18cc2cccc9f674431ed1bf2f71aec0ac1163a7cf",
    volume = "119"
}

@article{openalexw2160514269,
    author = "Gogula, Aneel K. and Hossain, Mustaque and Romanoschi, Stefan A. and Fager, G A",
    title = "Correlation between the Laboratory and Field Permeability Values for the Superpave Pavements",
    year = "2003",
    abstract = "Permeability affects the performance of Superpave pavements. Percolation of water, through the interconnected voids of an asphalt pavement, causes stripping of the asphalt-bound layer as well as deterioration of the foundation layers of the roads. In this study, laboratory and field permeability tests, based on the principles of falling head, were conducted on different Superpave mixes with 19 mm and 12.5 mm nominal maximum aggregate sizes and coarse and fine gradations, to study the correlation between the laboratory and the field permeability values. The objective was to assess whether the field permeability values could be estimated during the mixture design process so that mix design can be adjusted depending upon the degree of permeability desired. The results show that there was a significant difference between the laboratory- measured and the field permeability values. The field permeability values were very high compared to the laboratory-permeability values. The reason behind this discrepancy was further investigated and explained in this paper. Nevertheless, the field permeability values were found valuable in assessing compaction quality of the Superpave pavements. Key words: pavement mixturepermeabilitysuperpave pavements",
    openalex = "W2160514269"
}

@article{openalexw599377692,
    author = "Kandhal, P S and Cooley, L A",
    title = "ACCELERATED LABORATORY RUTTING TESTS: EVALUATION OF THE ASPHALT PAVEMENT ANALYZER",
    year = "2003",
    journal = "National Cooperative Highway Research Program report",
    abstract = "This report presents the findings of a research project to determine the suitability of the Asphalt Pavement Analyzer, which is a loaded-wheel tester, (1) as a general method of predicting rutting potential and (2) for use in field quality control and quality acceptance operations. The report will be of particular interest to materials engineers in state highway agencies, as well as to materials suppliers and paving contractor personnel who are responsible for the design and evaluation of hot mix asphalt.",
    openalex = "W599377692"
}

@article{doi101520jai12931,
    author = "Montes, Francisco J. and Valavala, Srinivas and Haselbach, Liv",
    title = "A New Test Method for Porosity Measurements of Portland Cement Pervious Concrete",
    year = "2005",
    journal = "Journal of ASTM International",
    abstract = "Abstract Pervious concrete is emerging as an alternative material for paving to help curtail nonpoint source pollution problems. The porosity of pervious concrete is an important variable needed for pavement system design and for material comparisons. This paper researches a method for measuring the porosity of pervious concrete from field-obtained cores by applying the Archimedes principle and using standard materials laboratory equipment. The error between different operators at different testing facilities was found to be around 2.2 \% porosity.",
    url = "https://doi.org/10.1520/jai12931",
    doi = "10.1520/jai12931",
    openalex = "W2024326234"
}

@article{doi10252310506ms,
    author = "Webb, Kevin J. and Black, Clifford James J. and Tjetland, Gunnar",
    title = "A Laboratory Study Investigating Methods for Improving Oil Recovery in Carbonates",
    year = "2005",
    journal = "International Petroleum Technology Conference",
    url = "https://doi.org/10.2523/10506-ms",
    doi = "10.2523/10506-ms",
    openalex = "W4250426878"
}

@article{doi102523iptc10506ms,
    author = "Webb, Kevin J. and Black, Clifford James J. and Tjetland, Gunnar",
    title = "A Laboratory Study Investigating Methods for Improving Oil Recovery in Carbonates",
    year = "2005",
    journal = "International Petroleum Technology Conference",
    abstract = "Abstract Previous studies have shown that waterflood recovery is dependent on the composition of injection brine in clastic reservoirs. Some researchers have also shown that oil recovery from carbonates is dependent on the ionic composition of the injection water. These studies have however been generated at laboratory conditions which are not representative of the reservoir, and therefore it is uncertain whether these IOR benefits are applicable to actual reservoir waterflood oil recovery. A reservoir condition coreflood study was therefore performed on core from a North Sea carbonate field (Valhall) to determine whether the recovery benefits seen in reduced condition experiments, were also obtained from full reservoir condition tests, using live crude oil and brine. In these reservoir condition tests, two reservoir core plugs were selected from the same reservoir layer and were similar in reservoir properties so that comparisons could be drawn between the experiments. Samples were prepared to give initial water saturations which were uniformly distributed and volumetrically matched to the height above the oil water contact of the samples in the reservoirs. The initial water saturation composition was based upon the simulated formation brine composition of the field. The plugs were then aged in live crude oil to restore wettability. Imbibition capillary pressure tests were then performed at full reservoir conditions, with live oil and brine, using the semi dynamic method. The first experiment utilised a simulated formation water and the second test utilised a simulated sea water, respectively, as the displacing water. The resultant data showed that the sea water used in the capillary pressure test modified the wettability of the carbonate system, changing the wettability of the rock to a more water wet state. This was indicated by comparing the saturation change in the spontaneous imbibition phase of the test between simulated formation and sea waters.",
    url = "https://doi.org/10.2523/iptc-10506-ms",
    doi = "10.2523/iptc-10506-ms",
    openalex = "W2000951997",
    references = "doi101016s0920410598000308, doi10211814421pa, doi10211836680pa, doi10211881460ms, doi10211893000ms, doi10211893903ms, doi10211894209ms, doi10399722144609pdb12c18"
}

@article{doi102514620084647,
    author = "Shastry, Rohit and Hofer, Richard R. and Reid, Bryan M. and Gallimore, Alec",
    title = "Method for Analyzing ExB Probe Spectra from Hall Thruster Plumes",
    year = "2008",
    abstract = "Various methods for accurately determining ion species’ current fractions using E×B probes in Hall thruster plumes are investigated. The effects of peak broadening and charge exchange on the calculated values of current fractions are quantified in order to determine the importance of accounting for them in the analysis. It is shown that both peak broadening and charge exchange have a significant effect on the calculated current fractions over a variety of operating conditions, especially at operating pressures exceeding 10 -5 torr. However, these effects can be accounted for using a simple approximation for the velocity distribution function and a one-dimensional charge exchange correction model. In order to keep plume attenuation from charge exchange below 30\%, it is recommended that pz � 2, where p is the measured facility pressure in units of 10 -5 torr, and z is the distance from the thruster exit plane to the probe inlet. The spatial variation of the current fractions in the plume of a Hall thruster and the error induced from taking a single-point measurement are also briefly discussed.",
    url = "https://doi.org/10.2514/6.2008-4647",
    doi = "10.2514/6.2008-4647",
    openalex = "W2334686021"
}

@article{openalexw1552771392,
    author = "Lager, Arnaud and Webb, Kevin J. and Black, C. J. J. and Singleton, Michael and Sorbie, K. S.",
    title = "Low salinity oil recovery - an experimental investigation",
    year = "2008",
    abstract = "The idea of injecting low salinity water into a petroleum reservoir is not novel and was often used in the 70s prior to the injection of surfactant. Recently it was shown that simply injecting sufficiently low salinity water improves oil recovery. Many possible mechanisms concerning low-salinity waterflood have been proposed in the literature. This paper describes an experimental investigation into some of the factors controlling the increased oil recovery observed when low salinity brine is injected into oil saturated reservoir core samples. Extensive chemical analyses were performed on the effluent showing the extent of interaction between the injected brine, the oil and the rock matrix.",
    openalex = "W1552771392"
}

@article{doi103141211316,
    author = "Delatte, Norbert and Mrkajic, Aleksandar and Miller, Daniel Ian",
    title = "Field and Laboratory Evaluation of Pervious Concrete Pavements",
    year = "2009",
    journal = "Transportation Research Record Journal of the Transportation Research Board",
    abstract = "Portland cement pervious concrete (PCPC) is a material of increasing interest for parking lots and other applications. PCPC typically consists of coarse aggregates, portland cement, water, and various admixtures. Similar materials are used for cement-stabilized drainage layers in highway and airport pavements. In this research, in-service PCPC pavements were inspected in the field, and cores were removed in order to investigate properties in the laboratory. Field evaluation methods included visual inspection, two surface drainage measurements, and an indirect-transmission ultrasonic pulse velocity (UPV) test. Laboratory testing methods included void ratio, unit weight, compressive strength, splitting tensile strength, hydraulic conductivity, and direct-transmission UPV. Because it is compacted on the surface with screeds or rollers, PCPC generally has higher strength, lower void ratio, and lower permeability at the surface than at the bottom. Therefore, the properties of the tops and bottoms of core samples were compared. Generally, the PCPC installations evaluated under this research project have performed well in freeze–thaw environments with little maintenance required. No visual indicators of freeze–thaw damage were observed. With the exception of some installations in which the pore structure was sealed during construction with wet mixtures or overcompaction, nearly all sites showed fair to good infiltration capability on the basis of drain-time measurements.",
    url = "https://doi.org/10.3141/2113-16",
    doi = "10.3141/2113-16",
    openalex = "W2156600329"
}

@article{doi101061ascemt194355330000210,
    author = "Wu, Hao and Huang, Baoshan and Shu, Xiang and Dong, Qiao",
    title = "Laboratory Evaluation of Abrasion Resistance of Portland Cement Pervious Concrete",
    year = "2010",
    journal = "Journal of Materials in Civil Engineering",
    abstract = "High porosity with interconnected voids between aggregate particles is the primary characteristic of portland cement pervious concrete (PCPC), which, however, causes a significant decrease in its strength and abrasion resistance. In this study, latex and fiber were added to improve the abrasion resistance of PCPC mixtures. Laboratory tests were conducted to evaluate the performance of latex-modified pervious concrete with a particular focus on abrasion resistance. Test results show that adding latex desirably improved strength and abrasion resistance of PCPC, whereas fiber did not show a significant effect on the mechanical properties of PCPC. In addition, the asphalt pavement analyzer (APA) abrasion test was found to be feasible for evaluating the abrasion resistance of pervious concrete.",
    url = "https://doi.org/10.1061/(asce)mt.1943-5533.0000210",
    doi = "10.1061/(asce)mt.1943-5533.0000210",
    openalex = "W2057362646",
    references = "doi101007bf02472473, doi101016c20220033018, doi101016jconbuildmat200910025, doi101016s0008884602009663, doi101061asce089915612002143274, doi10108010298430902730539, doi103141183210, openalexw125262455, openalexw188370615, openalexw578901676"
}

@article{doi102118137634ms,
    author = "Yousef, Ali A. and Al-Saleh, Salah and Al-Kaabi, Abdulaziz and Al-Jawfi, Mohammed",
    title = "Laboratory Investigation of Novel Oil Recovery Method for Carbonate Reservoirs",
    year = "2010",
    journal = "Canadian Unconventional Resources and International Petroleum Conference",
    abstract = "Abstract The impact of brine salinity and ion composition on oil recovery has been an area of research in recent years. Evidence from laboratory studies supported by some field tests targeting mainly sandstones, has distinctly shown that injecting low salinity water has a significant impact on oil recovery. Although, the potential for carbonates has not been thoroughly investigated, some reported studies have excluded carbonates from this effect. The main objective of this paper is to investigate the potential of increased oil recovery by altering the salinity and ion composition of the injection water for carbonate reservoirs, define the recovery mechanisms, and eventually transform the emerged trend to full-fledged reservoir technology. This paper presents the results of a laboratory coreflooding study conducted using composite rock samples from a carbonate reservoir to investigate the impact of salinity and ionic composition on oil/brine/rock interactions, and eventually on oil recovery. The experimental parameters and procedures were well designed to reflect the reservoir conditions and current field injection practices, including reservoir pressure, reservoir temperature, salinity and ionic content of initial formation water and current types of injected water. Also, this study provides detailed discussion and interpretation for potential mechanisms. The experimental results revealed that substantial tertiary oil recovery beyond conventional waterflooding can be achieved by altering the salinity and ionic content of field injected water. The new emerged trend is distinct from what has been addressed in previous reported studies on topics of low salinity waterflooding for sandstones, or seawater injection into high temperature chalk reservoirs. On the subject of recovery mechanisms, the results showed that altering the salinity and ionic composition of the injected water has a significant impact on the wettability of the rock surface. This was also confirmed by nuclear magnetic resonance (NMR) measurements. The results, observations, and interpretations addressed in this study provided compelling evidence to suggest that the key mechanism for the emerged trend is wettability alteration.",
    url = "https://doi.org/10.2118/137634-ms",
    doi = "10.2118/137634-ms",
    openalex = "W2007991292",
    references = "doi101016jcolsurfa200601009, doi101016jcolsurfa200612058, doi101016s0920410599000340, doi101093oso97801985394450010001, doi102118119835ms, doi10211813932pa, doi10211822597pa, doi10211836680pa, doi10211893903ms, doi10252310506ms, openalexw1552771392"
}

@article{doi102118137634pa,
    author = "Yousef, Ali A. and Al-Saleh, Salah and Al-Kaabi, Abdulaziz and Al-Jawfi, Mohammed",
    title = "Laboratory Investigation of the Impact of Injection-Water Salinity and Ionic Content on Oil Recovery From Carbonate Reservoirs",
    year = "2011",
    journal = "SPE Reservoir Evaluation \& Engineering",
    abstract = "Summary The impact of brine salinity and ion composition on oil recovery has been an area of research in recent years. Evidence from laboratory studies, supported by some field tests targeting mainly sandstones, has distinctly shown that injecting low-salinity water has a significant impact on oil recovery. Although the potential for carbonates has not been thoroughly investigated, some reported studies have excluded carbonates from this effect. The main objective of this paper is to investigate the potential of increased oil recovery by altering the salinity and ionic composition of the injection water for carbonate reservoirs, define the recovery mechanisms, and eventually transform the emerged trend to full-fledged reservoir technology. This paper presents the results of different laboratory studies to investigate the impact of salinity and ionic composition on oil/brine/rock interactions and draws conclusions on potential recovery mechanisms. Also, it provides a laboratory coreflooding study conducted using composite rock samples from a carbonate reservoir to investigate the impact of salinity and ionic composition on oil recovery. The experimental parameters and procedures were well designed to reflect the reservoir conditions and current field injection practices, including reservoir pressure, reservoir temperature, and salinity and ionic content of initial formation water and current types of injected water. The experimental results revealed that substantial tertiary oil recovery beyond conventional waterflooding can be achieved by altering the salinity and ionic content of field injected water. The new emerged trend is distinct from what has been addressed in previous reported studies on topics of low-salinity waterflooding for sandstones or seawater injection into high-temperature chalk reservoirs. On the subject of recovery mechanisms, the results showed that altering the salinity and ionic composition of the injected water has a significant impact on the wettability of the rock surface. Also, nuclear-magnetic-resonance (NMR) measurements indicated that dilution of seawater can cause a significant alteration in the surface relaxation of the carbonate rock and also can enhance connectivity among pore systems because of rock dissolution. The results, observations, and interpretations addressed in this study provided compelling evidence to suggest that the key mechanism for the emerged trend is wettability alteration.",
    url = "https://doi.org/10.2118/137634-pa",
    doi = "10.2118/137634-pa",
    openalex = "W1966508692",
    references = "doi10252310506ms, doi102523iptc10506ms"
}

@article{doi101021es2031505,
    author = "Hidalgo‐Ruz, Valeria and Gutow, Lars and Thompson, Richard C. and Thiel, Martín",
    title = "Microplastics in the Marine Environment: A Review of the Methods Used for Identification and Quantification",
    year = "2012",
    journal = "Environmental Science \& Technology",
    abstract = {This review of 68 studies compares the methodologies used for the identification and quantification of microplastics from the marine environment. Three main sampling strategies were identified: selective, volume-reduced, and bulk sampling. Most sediment samples came from sandy beaches at the high tide line, and most seawater samples were taken at the sea surface using neuston nets. Four steps were distinguished during sample processing: density separation, filtration, sieving, and visual sorting of microplastics. Visual sorting was one of the most commonly used methods for the identification of microplastics (using type, shape, degradation stage, and color as criteria). Chemical and physical characteristics (e.g., specific density) were also used. The most reliable method to identify the chemical composition of microplastics is by infrared spectroscopy. Most studies reported that plastic fragments were polyethylene and polypropylene polymers. Units commonly used for abundance estimates are "items per m(2)" for sediment and sea surface studies and "items per m(3)" for water column studies. Mesh size of sieves and filters used during sampling or sample processing influence abundance estimates. Most studies reported two main size ranges of microplastics: (i) 500 μm-5 mm, which are retained by a 500 μm sieve/net, and (ii) 1-500 μm, or fractions thereof that are retained on filters. We recommend that future programs of monitoring continue to distinguish these size fractions, but we suggest standardized sampling procedures which allow the spatiotemporal comparison of microplastic abundance across marine environments.},
    url = "https://doi.org/10.1021/es2031505",
    doi = "10.1021/es2031505",
    openalex = "W2005404508",
    references = "doi1010160025326x9190249r, doi101016jmarpolbul201105030, doi101016jmarpolbul201109025, doi101016s0025326x02002205, doi101021es0010498, doi101021es201811s, doi101021es800249a, doi101086622910, doi101098rstb20080205, doi101098rstb20080284, doi101098rstb20080311, doi101126science1094559"
}

@article{doi101061ascemt194355330000683,
    author = "Dong, Qiao and Wu, Hao and Huang, Baoshan and Shu, X. and Wang, Kejin",
    title = "Investigation into Laboratory Abrasion Test Methods for Pervious Concrete",
    year = "2013",
    journal = "Journal of Materials in Civil Engineering",
    url = "https://www.semanticscholar.org/paper/c1c577415781c42be02192df2d190e241b981d04",
    doi = "10.1061/(ASCE)MT.1943-5533.0000683",
    is_oa = "true",
    number = "7",
    pages = "886-892",
    semanticscholar_citation_count = "82",
    semanticscholar_id = "c1c577415781c42be02192df2d190e241b981d04",
    volume = "25"
}

@article{dong2013investigation,
    author = "Dong, Qiao and Wu, Hao and Huang, Baoshan and Shu, Xiang and Wang, Kejin",
    title = "Investigation into Laboratory Abrasion Test Methods for Pervious Concrete",
    year = "2013",
    journal = "Journal of Materials in Civil Engineering",
    url = "https://doi.org/10.1061/(asce)mt.1943-5533.0000683",
    doi = "10.1061/(asce)mt.1943-5533.0000683",
    number = "7",
    openalex = "W1964051708",
    pages = "886-892",
    volume = "25",
    references = "doi1010160008884694900566, doi101016c20220033018, doi101016jconbuildmat200910025, doi101016jconbuildmat201103002, doi101016jconbuildmat201104055, doi101016jjenvman201109021, doi101016s0008884602009663, doi101061ascemt194355330000210, doi101520jte101761, openalexw599377692"
}

@article{doi1010801468062920161266740,
    author = "Elwardany, Michael and Rad, Farhad Yousefi and Castorena, Cassie and Kim, Y. Richard",
    title = "Evaluation of asphalt mixture laboratory long-term ageing methods for performance testing and prediction",
    year = "2016",
    journal = "Road Materials and Pavement Design",
    abstract = "Ageing has long been recognised as a major distress mechanism for asphalt concrete and, by extension, asphalt pavements. Ageing causes the material to stiffen and embrittle, which leads to a high potential for cracking. Although a significant amount of effort has been placed on understanding the ageing process of asphalt binder, less effort has been put forth to develop laboratory ageing procedures for producing aged mixture specimens for performance testing. An optimal laboratory conditioning procedure to simulate long-term ageing for performance testing and prediction is required in order to integrate the effects of long-term ageing in pavement prediction models and other mechanistic design and analysis methods. In this study, oven ageing and pressure ageing vessel ageing are applied to both loose mix and compacted specimens in order to evaluate and select an ageing method to simulate long-term ageing for performance testing and prediction. The selected method must be able to maintain specimen integrity in order to be used for performance testing and prediction. Efficiency, practicality, and versatility also are considered in evaluating the ageing methods. The results demonstrate that loose mix ageing in an oven is the most promising ageing method to produce mixture specimens for performance testing in terms of efficiency, specimen integrity, versatility, and cost.",
    url = "https://doi.org/10.1080/14680629.2016.1266740",
    doi = "10.1080/14680629.2016.1266740",
    openalex = "W2566548235"
}

@incollection{cooper2017methods,
    author = "Cooper, John E.",
    title = "Methods of Investigation – Sampling and Laboratory Tests",
    year = "2017",
    booktitle = "Gorilla Pathology and Health",
    url = "https://doi.org/10.1016/b978-0-12-802039-5.00007-x",
    doi = "10.1016/b978-0-12-802039-5.00007-x",
    openalex = "W2569555456",
    pages = "73-86"
}

@article{doi101007s132020180539z,
    author = "Struchkov, I. and Rogachev, M. and Kalinin, E. S. and Roschin, Pavel Valeryevich",
    title = "Laboratory investigation of asphaltene-induced formation damage",
    year = "2018",
    journal = "Journal of Petroleum Exploration and Production Technology",
    abstract = "The purpose of this study is to evaluate the degree of formation damage caused by asphaltene deposition in the pore throats in case of oilfield operation. Many wells in the Samara region oilfields are operated under high reservoir drawdown, with downhole pressure lower than the bubble point. Such wells’ operating conditions lead to a change in oil composition (light components are extracted from oil while asphaltenes are precipitated and deposited) in the near wellbore, and the productivity of the wells declines due to asphaltene deposition. The study procedure presented in the paper included the following methods: high-pressure microscopy with grain size analysis (the visual method), the near infrared light scattering method and the gravimetric method to measure asphaltenes onset pressure in oil. Formation damage was measured by the filtration method. Asphaltene concentration in oil after filtration was measured by the photocolorimetric analysis. Microcomputed tomography of the core sample was provided to visualize formation damage. In addition, fluid flow in the pore space was simulated before and after asphaltene deposition using a dynamic simulator. In the paper, reservoir oil of one of the Russian oilfields was investigated. The main results of this paper are the following: asphaltene onset pressure in oil at the reservoir temperature (48 °C) was measured as equal to 6.8 MPa which is slightly higher than the bubble-point (6.5 MPa). Oil was flowed through the core sample of the field at three different specific backpressures (at constant flow rate) and formation damage was estimated. The studies have shown that decrease in permeability of the core is caused by asphaltene deposition in the pore space. In this case, a decrease in the amount of asphaltenes in oil emerging from the core sample is observed which was proved by the spectrophotometric analysis. Via microcomputed tomography, a 3D model of the rock matrix and the pore space of the initial and damaged core sample was constructed and a decrease in porosity after formation damage was estimated. Based on the obtained 3D model of the core, computer simulation of fluid flow (in a dynamic simulator) in the initial and damaged core was performed, and the flow parameters (velocity and streamlines) were calculated. The proposed methodology including a set of physical methods to study a core before and after formation damage combined with fluid flow simulation enables predicting potential complications under the field operation.",
    url = "https://link.springer.com/content/pdf/10.1007/s13202-018-0539-z.pdf",
    doi = "10.1007/s13202-018-0539-z",
    is_oa = "true",
    number = "2",
    pages = "1443-1455",
    semanticscholar_citation_count = "32",
    semanticscholar_id = "a3e2a30403170e79a114aa1216880d84d541192a",
    volume = "9"
}

@article{doi101016jcca201801015,
    author = "Ramasamy, I.",
    title = "Update on the laboratory investigation of dyslipidemias.",
    year = "2018",
    journal = "Clinica chimica acta; international journal of clinical chemistry",
    url = "https://www.semanticscholar.org/paper/e37f897de9af5b2e9e70e525946b1777d3e4cd5b",
    doi = "10.1016/j.cca.2018.01.015",
    is_oa = "true",
    pages = "103-125",
    semanticscholar_citation_count = "40",
    semanticscholar_id = "e37f897de9af5b2e9e70e525946b1777d3e4cd5b",
    volume = "479"
}

@article{doi101016jtrac201808026,
    author = "Wang, Wenfeng and Wang, Jun",
    title = "Investigation of microplastics in aquatic environments: An overview of the methods used, from field sampling to laboratory analysis",
    year = "2018",
    journal = "TrAC Trends in Analytical Chemistry",
    abstract = "Abstract Microplastics pollution in aquatic ecosystems has aroused increasing global concern, leading to an explosive growth of studies regarding microplastics published in the past few years. To date, there is still a lack of standardized methodologies used for the detection of microplastics within environmental samples, thus hampering comparison of the reported data. This review summarizes the currently used methodologies for sampling, extracting and identifying microplastics in three kinds of aquatic environmental matrices (water, sediment and aquatic biota) and includes a critical discussion of the advantages and limitations of these methodologies. The quality control and quality assurance measures taken to reduce background contamination and validate analytical methods are also discussed. Finally, this review highlights the current challenges and gives suggestions for the future research.",
    url = "https://www.semanticscholar.org/paper/46cb1452b5cc88bdbe4104836599cc84a4529fcf",
    doi = "10.1016/J.TRAC.2018.08.026",
    is_oa = "true",
    pages = "195-202",
    semanticscholar_citation_count = "269",
    semanticscholar_id = "46cb1452b5cc88bdbe4104836599cc84a4529fcf",
    volume = "108"
}

@article{doi101520gtj20170364,
    author = "Kouchaki, B. M. and Bernhardt-Barry, M. and Wood, C. and Moody, Tim",
    title = "A Laboratory Investigation of Factors Influencing the Electrical Resistivity of Different Soil Types",
    year = "2018",
    journal = "Geotechnical Testing Journal",
    abstract = "Field-based electrical resistivity methods offer a nondestructive and rapid means to collect continuous subsurface data. As such, these types of geophysical methods are becoming increasingly popular tools for geotechnical engineers; however, it is challenging to derive geotechnical information, such as soil type, density, and water content, from the field measurements. Laboratory-based soil-box resistivity tests, such as AASHTO T 288-12, Standard Method of Test for Determining Minimum Laboratory Soil Resistivity, are also being used to examine the electrical resistivity of soils; however, it is unclear how density and a number of other factors may affect the results. A laboratory geophysical investigation was carried out to gain a better understanding of the parameters that affect the electrical resistivity of soils and to improve estimates of soil group classifications based on resistivity measurements. Nine different benchmark soils were tested, representing most of the major soil groups according to the unified soil classification system. The effects of water mineralization, water content, degree of saturation, density, and temperature on the measured electrical resistivity of the soils were investigated. The parameters that were found to be most effective in the identification of soil type are bulk density and degree of saturation. While the general trend between saturation and resistivity is known, results indicate that resistivity values reach a lower threshold at around 60 \% saturation and that density and water mineralization become less influential as the saturation increases above this threshold. Regardless of the density or saturation, temperature was found to be an important parameter and should be monitored and corrected for in laboratory tests such as AASHTO T 288-12 when results are compared to field data. The influence of particle size and obtaining representative specimens in laboratory soil box testing were also shown to be important.",
    url = "https://www.semanticscholar.org/paper/0805a18f5382eb8be9462eb5c81f710f77f13271",
    doi = "10.1520/GTJ20170364",
    is_oa = "true",
    number = "4",
    pages = "829-853",
    semanticscholar_citation_count = "33",
    semanticscholar_id = "0805a18f5382eb8be9462eb5c81f710f77f13271",
    volume = "42"
}

@article{kozhevnikov2018electric,
    author = "Kozhevnikov, V. V. and Nadiradze, A. B. and Nazarenko, I. P. and Frolova, Yu. L. and Khartov, S. A.",
    title = "Electric Propulsion Thrusters: Laboratory Investigation of Jets by Probe Methods",
    year = "2018",
    journal = "Russian Aeronautics",
    url = "https://doi.org/10.3103/s106879981804027x",
    doi = "10.3103/s106879981804027x",
    number = "4",
    openalex = "W2921228466",
    pages = "677-681",
    volume = "61",
    references = "doi101016b0122274105005834, doi10106311426246, doi101103physrev34876, doi102514620084647, doi1029172a5866236c99c4828b4994f50cccf7a2b, doi103103s1068799817040183, openalexw2134682415, openalexw2185882598"
}

@article{doi101016jijfatigue201904041,
    author = "Gkatzogiannis, S. and Weinert, J. and Engelhardt, I. and Knoedel, P. and Ummenhofer, T.",
    title = "Correlation of laboratory and real marine corrosion for the investigation of corrosion fatigue behaviour of steel components",
    year = "2019",
    journal = "International Journal of Fatigue",
    abstract = "Abstract A correlation of laboratory corrosion methods with real marine conditions is conducted in the present study. Goal was the definition of an appropriate time scale for each investigated laboratory method for the simulation of marine corrosion. The standardized corrosion in a salt spray chamber and in artificial seawater as well as the empirical method of corroding in an electrolytic setup are investigated. The influence of each corrosion method on physical quantities, which affect the fatigue behaviour and are applied in structural engineering, is taken into consideration. Periodical optical inspection of the surface as well as measurements of thickness loss and surface roughness are carried out for long intervals of deposition. The results of these measurements are statistically processed, in order to validate initial assumptions regarding the evolution of the corrosion influence and enable probabilistic prediction of the specific influence of each corrosion method. Additionally fatigue tests are carried out on butt welds, which were pre-corroded in a salt spray chamber and in artificial seawater. These tests are performed sequentially dry and simultaneously, inside artificial seawater, respectively, in order to evaluate the direct influence of these methods on fatigue life. Similar measurements and results from fatigue testing on specimens of parent material, which were corroded for 2 years in real marine environment in the framework of a previous project are used as reference. All investigated and reference specimens were made of structural steel S355. Conclusions regarding the effectiveness of each investigated method and the influence of corrosion on fatigue are drawn and a first-step time correlation of laboratory and real conditions is made.",
    url = "https://www.semanticscholar.org/paper/5e8fd6c250aedaed99f724eab731fc44884ed807",
    doi = "10.1016/J.IJFATIGUE.2019.04.041",
    is_oa = "true",
    pages = "90-102",
    semanticscholar_citation_count = "65",
    semanticscholar_id = "5e8fd6c250aedaed99f724eab731fc44884ed807",
    volume = "126"
}

@article{doi1011770003702820921465,
    author = "Primpke, Sebastian and Christiansen, Silke and Cowger, Win and Frond, Hannah De and Deshpande, Ashok D. and Fischer, Marten and Holland, Erika B. and Meyns, Michaela and O’Donnell, Bridget A. and Oßmann, Barbara E. and Pittroff, Marco and Sarau, George and Scholz‐Böttcher, Barbara M. and Wiggin, Kara J.",
    title = "Critical Assessment of Analytical Methods for the Harmonized and Cost-Efficient Analysis of Microplastics",
    year = "2020",
    journal = "Applied Spectroscopy",
    abstract = "Microplastics are of major concerns for society and is currently in the focus of legislators and administrations. A small number of measures to reduce or remove primary sources of microplastics to the environment are currently coming into effect. At the moment, they have not yet tackled important topics such as food safety. However, recent developments such as the 2018 bill in California are requesting the analysis of microplastics in drinking water by standardized operational protocols. Administrations and analytical labs are facing an emerging field of methods for sampling, extraction, and analysis of microplastics, which complicate the establishment of standardized operational protocols. In this review, the state of the currently applied identification and quantification tools for microplastics are evaluated providing a harmonized guideline for future standardized operational protocols to cover these types of bills. The main focus is on the naked eye detection, general optical microscopy, the application of dye staining, flow cytometry, Fourier transform infrared spectroscopy (FT-Ir) and microscopy, Raman spectroscopy and microscopy, thermal degradation by pyrolysis-gas chromatography-mass spectrometry (py-GC-MS) as well as thermo-extraction and desorption gas chromatography-mass spectrometry (TED-GC-MS). Additional techniques are highlighted as well as the combined application of the analytical techniques suggested. An outlook is given on the emerging aspect of nanoplastic analysis. In all cases, the methods were screened for limitations, field work abilities and, if possible, estimated costs and summarized into a recommendation for a workflow covering the demands of society, legislation, and administration in cost efficient but still detailed manner.",
    url = "https://doi.org/10.1177/0003702820921465",
    doi = "10.1177/0003702820921465",
    openalex = "W3014729837",
    references = "doi1010079781493966769, doi101007bf02956173, doi101016jenvpol201406010, doi101016jmarpolbul201105030, doi101016jmarpolbul201811022, doi101016jtrac201808026, doi101016jwatres201712056, doi101016jwatres201902054, doi101021acsest8b05297, doi101038121501c0, doi101126science1260352"
}

@article{doi101016jearscirev2021103586,
    author = "Tang, Chao‐sheng and Zhu, Cheng and Cheng, Q. and Zeng, Hao and Xu, Jin‐Jian and Tian, Ben-gang and Shi, B.",
    title = "Desiccation cracking of soils: A review of investigation approaches, underlying mechanisms, and influencing factors",
    year = "2021",
    journal = "Earth-Science Reviews",
    abstract = "Abstract The purpose of this paper is to review the development and the state of the art in desiccation cracking characterization methods and review the desiccation cracking behaviors of soils. The review begins by briefly introducing in Section 1 the influences of desiccation cracking on soil properties and the significance of studying this topic. Section 2 summarizes the past and existing experimental approaches that have been invented and adopted for soil desiccation cracking investigations at both laboratory and field scales. Various theoretical frameworks formulated to account for the underlying cracking mechanisms are presented in Section 3 . Section 4 shows the implementation of theoretical frameworks into mesh-based and mesh-free numerical tools to capture the initiation, propagation, and coalescence of desiccation cracks. Section 5 describes the crack dynamics in desiccating soils, with emphases placed on the coupled process of water evaporation, suction increase, and volume shrinkage, and the crack network evolution. Section 6 discusses major influencing factors of soil desiccation cracking covering soil intrinsic properties, boundary constraints, environmental conditions, and soil admixtures. Finally, a brief summary and proposed prospective research works are presented in Sections 7 .",
    url = "https://www.semanticscholar.org/paper/fc8702cee1fda4eef3cacd19f66f21397df26a88",
    doi = "10.1016/J.EARSCIREV.2021.103586",
    is_oa = "true",
    pages = "103586",
    semanticscholar_citation_count = "315",
    semanticscholar_id = "fc8702cee1fda4eef3cacd19f66f21397df26a88",
    volume = "216"
}

@article{doi101016jmtcomm2021102278,
    author = "Güçlüer, Kadir and Özbeyaz, Abdurrahman and Göymen, Samet and Günaydın, O.",
    title = "A comparative investigation using machine learning methods for concrete compressive strength estimation",
    year = "2021",
    journal = "Materials today communications",
    abstract = "Abstract Concrete compressive strength plays an important role in determining the mechanical properties of concrete. The determination of concrete compressive strength requires lengthy laboratory tests. The ability to predict concrete compressive strength with advanced machine learning algorithms speeds up these long experimental processes and reduces costs at the same time. In this study, using the compressive strength data of concrete samples cured for 7 and 28 days, concrete compressive strength was compared using Artificial Neural Network (ANN), Decision Tree (DT), Support Vector Machine (SVM) and Linear Regression (LR) algorithms. The research sought to determine the algorithm with the most successful performance. In the study, the input data were taken as the unit weight, water content, Schmidt hammer, ultrasonic pulse velocity and relative humidity of the hardened concrete, and the output parameter to be determined was concrete compressive strength. In the analyses, the best correlation coefficient (R2) was 0.86, and the best mean absolute error was 2.59 using the DT algorithm. The data in the analyses with the best success were obtained from concrete samples cured for 28 days. As a result, it was determined that the DT algorithm had the least amount of error and is thus the most suitable for use in concrete compressive strength estimation.",
    url = "https://www.semanticscholar.org/paper/8c27c2209522802d2ad517135510a49171e60461",
    doi = "10.1016/J.MTCOMM.2021.102278",
    is_oa = "true",
    pages = "102278",
    semanticscholar_citation_count = "124",
    semanticscholar_id = "8c27c2209522802d2ad517135510a49171e60461",
    volume = "27"
}

@article{doi101021acschemrev1c00178,
    author = "Ivleva, Natalia P.",
    title = "Chemical Analysis of Microplastics and Nanoplastics: Challenges, Advanced Methods, and Perspectives",
    year = "2021",
    journal = "Chemical Reviews",
    abstract = "Microplastics and nanoplastics have become emerging particulate anthropogenic pollutants and rapidly turned into a field of growing scientific and public interest. These tiny plastic particles are found in the environment all around the globe as well as in drinking water and food, raising concerns about their impacts on the environment and human health. To adequately address these issues, reliable information on the ambient concentrations of microplastics and nanoplastics is needed. However, micro- and nanoplastic particles are extremely complex and diverse in terms of their size, shape, density, polymer type, surface properties, etc. While the particle concentrations in different media can vary by up to 10 orders of magnitude, analysis of such complex samples may resemble searching for a needle in a haystack. This highlights the critical importance of appropriate methods for the chemical identification, quantification, and characterization of microplastics and nanoplastics. The present article reviews advanced methods for the representative mass-based and particle-based analysis of microplastics, with a focus on the sensitivity and lower-size limit for detection. The advantages and limitations of the methods, and their complementarity for the comprehensive characterization of microplastics are discussed. A special attention is paid to the approaches for reliable analysis of nanoplastics. Finally, an outlook for establishing harmonized and standardized methods to analyze these challenging contaminants is presented, and perspectives within and beyond this research field are discussed.",
    url = "https://doi.org/10.1021/acs.chemrev.1c00178",
    doi = "10.1021/acs.chemrev.1c00178",
    openalex = "W3196228331",
    references = "doi101016jwatres201712056, doi101021acsest9b01517, doi101038s41467018038255, doi101039c8cs00916c, doi101126sciadvaax1157, doi1011770003702820921465"
}

@article{doi103389ftox2021636640,
    author = "Mariano, Stefania and Tacconi, Stefano and Fidaleo, Marco and Rossi, Marco and Dini, Luciana",
    title = "Micro and Nanoplastics Identification: Classic Methods and Innovative Detection Techniques",
    year = "2021",
    journal = "Frontiers in Toxicology",
    abstract = "Micro and nanoplastics are fragments with dimensions less than a millimeter invading all terrestrial and marine environments. They have become a major global environmental issue in recent decades and, indeed, recent scientific studies have highlighted the presence of these fragments all over the world even in environments that were thought to be unspoiled. Analysis of micro/nanoplastics in isolated samples from abiotic and biotic environmental matrices has become increasingly common. Hence, the need to find valid techniques to identify these micro and nano-sized particles. In this review, we discuss the current and potential identification methods used in microplastic analyses along with their advantages and limitations. We discuss the most suitable techniques currently available, from physical to chemical ones, as well as the challenges to enhance the existing methods and develop new ones. Microscopical techniques (i.e., dissect, polarized, fluorescence, scanning electron, and atomic force microscopy) are one of the most used identification methods for micro/nanoplastics, but they have the limitation to produce incomplete results in analyses of small particles. At present, the combination with chemical analysis (i.e., spectroscopy) overcome this limit together with recently introduced alternative approaches. For example, holographic imaging in microscope configuration images microplastics directly in unfiltered water, thus discriminating microplastics from diatoms and differentiates different sizes, shapes, and plastic types. The development of new analytical instruments coupled with each other or with conventional and innovative microscopy could solve the current problems in the identification of micro/nanoplastics.",
    url = "https://doi.org/10.3389/ftox.2021.636640",
    doi = "10.3389/ftox.2021.636640",
    openalex = "W3134265767",
    references = "doi101016jenvpol2020115508, doi101016jjhazmat201710014, doi101016jmarpolbul201211028, doi101016jmarpolbul201310007, doi101016jscitotenv2019134455, doi101016jtrac201808026, doi101016jwatres201502012, doi101016jwatres201712056, doi101021es2031505, doi101021es400663f, doi103390ijerph17041212, doi107326m190618"
}

@article{durmaz2021investigation,
    author = "Durmaz, Cagla and Sengoz, Burak and Kaya Ozdemir, Derya and Topal, Ali",
    title = "Investigation of Different Laboratory Aging Methods of Bituminous Mixtures",
    year = "2021",
    journal = "Periodica Polytechnica Civil Engineering",
    abstract = "The predicted performance and service life of the pavement depend largely on the properties of bitumen used in the mixtures. The most important feature of bitumen, which has profound effect on the performance of the road is durability. The durability of bitumen is expressed as the resistance to aging. In this study, the bituminous mixture aging was performed instead of bitumen aging in order to represent the aging in the field in the best possible way. The aim of this paper is to evaluate different proposed laboratory aging methods (NCHRP 09-52, NCHRP 09-54 and RILEM) in relation with the current Standard AASHTO R30 (Standard Practice For Mixture Conditioning of Hot Mix Asphalt standard) and to make comparison with the samples performance taken from the field in terms of Indirect Tensile Strength (ITS). The level of aging has also been compared with the samples taken from recently constructed pavement surface and from the five years old pavement surface. Results depicted that, laboratory aging methods revealed the field aging properties on the unaged bitumen. Based on the results, 2 hours forced draft oven aging at 135°C is recommended as short term aging condition because, 2 hours or 4 hours short term forced draft oven aging did not yield significant variation in terms of ITS values. Additionally, 120 hours (5 days) oven aging of compacted samples at 85°C can be recommended as long term aging condition.",
    url = "https://doi.org/10.3311/ppci.15480",
    doi = "10.3311/ppci.15480",
    openalex = "W3121909031",
    references = "doi1010079789400751040, doi101016jconbuildmat201906081, doi101016jconbuildmat2019117450, doi1010801468062920161266740, doi101680tsbh58378, doi101722614488, doi101722622429, doi101722624959, openalexw1608797085, openalexw163612010"
}

@article{doi101038s4137502302048y,
    author = "Cross, Nicholas C. P. and Ernst, Thomas and Branford, S. and Cayuela, J. and Deininger, Michael W. and Fabarius, A. and Kim, D. and Polakova, Katerina Machova and Radich, J. and Hehlmann, R. and Hochhaus, A. and Apperley, J. and Soverini, S.",
    title = "European LeukemiaNet laboratory recommendations for the diagnosis and management of chronic myeloid leukemia",
    year = "2023",
    journal = "Leukemia",
    abstract = "From the laboratory perspective, effective management of patients with chronic myeloid leukemia (CML) requires accurate diagnosis, assessment of prognostic markers, sequential assessment of levels of residual disease and investigation of possible reasons for resistance, relapse or progression. Our scientific and clinical knowledge underpinning these requirements continues to evolve, as do laboratory methods and technologies. The European LeukemiaNet convened an expert panel to critically consider the current status of genetic laboratory approaches to help diagnose and manage CML patients. Our recommendations focus on current best practice and highlight the strengths and pitfalls of commonly used laboratory tests.",
    url = "https://www.nature.com/articles/s41375-023-02048-y.pdf",
    doi = "10.1038/s41375-023-02048-y",
    is_oa = "true",
    number = "11",
    pages = "2150-2167",
    semanticscholar_citation_count = "89",
    semanticscholar_id = "2731c14679cd0d09bfa4f6267de17b5395663f37",
    volume = "37"
}

@article{doi101007s42947025006675,
    author = "Mirzamojeni, Mohammadreza and Aghayan, Iman and Ghahremani, M. and Behzadian, Reza and Lu, Qing",
    title = "Evaluating the Effectiveness of the AASHTO R30 Aging Standard Through the Self-Healing Index: A Comparative Analysis of Laboratory-Aged and Field-Aged Asphalt Mixture Samples",
    year = "2025",
    journal = "International Journal of Pavement Research and Technology",
    abstract = "Abstract The long-term aging (LTA) and self-healing properties of asphalt mixtures are crucial for predicting the durability and performance of pavement materials, as they are affected by environmental factors and traffic loading over time. However, the specific effects of different aging methods on the self-healing potential of asphalt mixtures have the potential to be further investigated. The objective of this study is to evaluate the LTA of asphalt mixtures using the AASHTO R30 standard, with a focus on comparing the self-healing index (HI) of plant-produced and laboratory-aged samples. To achieve this, samples from pavements aged 7, 10, and 11 years were compared with laboratory-prepared samples under AASHTO R30 aging conditions. Fourier Transform Infrared (FTIR) spectroscopy was used to analyze oxidation and chemical aging in the asphalt binders, while mechanical performance was assessed using Semi-Circular Bending (SCB) and Three-Point Bending (3 PB) tests to examine the self-healing potential. FTIR results indicated greater aging at the asphalt surface, with deeper sections showing more severe aging than mid-sections due to the influence of aggregate gradation and void ratios. Assessment of mid-layer samples (1–4 cm depth) showed up to 60\% self-healing when crack width and temperature were optimized. SCB tests revealed effective self-healing at 35 °C, with up to 16\% healing observed for 11-year old samples. The results suggest that AASHTO R30 aging simulations reliably replicate the oxidative and mechanical aging processes observed in field-aged asphalt, with the HI serving as a critical metric for assessing the long-term durability and restorative capacity of asphalt mixtures under various aging conditions.",
    url = "https://doi.org/10.1007/s42947-025-00667-5",
    doi = "10.1007/s42947-025-00667-5",
    openalex = "W4416304367",
    references = "durmaz2021investigation"
}