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Journal articles on the topic 'In situ testing'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Hight, D. W. "Laboratory Testing: Assessing BS 5930." Geological Society, London, Engineering Geology Special Publications 2, no. 1 (1986): 43–52. http://dx.doi.org/10.1144/gsl.1986.002.01.11.

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AbstractEstablished patterns of soil behaviour are used to illustrate: the divergence between parameters from laboratory and in situ tests; the changes in effective stress caused by sampling; and the influence of initial effective stress, p′0 on the measured strength and deformation parameters for cohesive soils.Current practice in onshore site investigation continues to make use of the unconsolidated undrained triaxial test in which p′0 is not controlled. Variations in p′0 after sampling and subsequent handling are shown to contribute to the scatter in undrained compression strength data.A pl

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2

Minor, Andrew M., and Gerhard Dehm. "Advances in in situ nanomechanical testing." MRS Bulletin 44, no. 06 (2019): 438–42. http://dx.doi.org/10.1557/mrs.2019.127.

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3

Knodel, PC, MJ Atwood, and J. Benoit. "Sled for In Situ Penetration Testing." Geotechnical Testing Journal 14, no. 4 (1991): 401. http://dx.doi.org/10.1520/gtj10208j.

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4

Nowak, JD, RC Major, J. Oh, Z. Shan, S. Asif, and OL Warren. "Developments in In Situ Nanomechanical Testing." Microscopy and Microanalysis 16, S2 (2010): 462–63. http://dx.doi.org/10.1017/s1431927610062598.

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5

Corke, D. J., and A. Smith. "Developments in in situ permeability testing." Geological Society, London, Engineering Geology Special Publications 6, no. 1 (1990): 323–33. http://dx.doi.org/10.1144/gsl.eng.1990.006.01.36.

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6

Popescu, M. E. "In-situ testing for geotechnical investigations." Earth-Science Reviews 22, no. 2 (1985): 146. http://dx.doi.org/10.1016/0012-8252(85)90008-x.

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7

Deuschle, Julia K., Gerhard Buerki, H. Matthias Deuschle, Susan Enders, Johann Michler, and Eduard Arzt. "In situ indentation testing of elastomers." Acta Materialia 56, no. 16 (2008): 4390–401. http://dx.doi.org/10.1016/j.actamat.2008.05.003.

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8

Gastaldi, Dario. "In Situ Testing of Flexible Electronics." Optik & Photonik 12, no. 2 (2017): 34–36. http://dx.doi.org/10.1002/opph.201700007.

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9

Woeller, David J. "Unbound granular materials: laboratory testing, in situ testing, and modelling." Canadian Geotechnical Journal 37, no. 6 (2000): 1399. http://dx.doi.org/10.1139/cgj-37-6-1399.

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10

(Fear) Wride, C. E., P. K. Robertson, K. W. Biggar, et al. "Interpretation of in situ test results from the CANLEX sites." Canadian Geotechnical Journal 37, no. 3 (2000): 505–29. http://dx.doi.org/10.1139/t00-044.

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One of the primary objectives of the Canadian Liquefaction Experiment (CANLEX) project was to evaluate in situ testing techniques and existing interpretation methods as part of the overall goal to focus and coordinate Canadian geotechnical expertise on the topic of soil liquefaction. Six sites were selected by the CANLEX project in an attempt to characterize various deposits of loose sandy soil. The sites consisted of a variety of soil deposits, including hydraulically placed sand deposits associated with the oil sands industry, natural sand deposits in the Fraser River Delta, and hydraulicall

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11

Bekheet, Wael, A. O. Abd El Halim, Said M. Easa, and Joseph Ponniah. "Investigation of shear stiffness and rutting in asphalt concrete mixes." Canadian Journal of Civil Engineering 31, no. 2 (2004): 253–62. http://dx.doi.org/10.1139/l03-093.

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Field and laboratory testing programs were set up to evaluate the in-situ shear properties of asphalt concrete mixes using the newly developed in-situ shear stiffness testing (InSiSSTTM) facility versus the laboratory evaluation using the resilient modulus and torsion testing. The LTPP SPS-9A 870900 test site, which has six similar pavement sections with different AC surface mix properties, was tested in the field using the InSiSSTTM and core samples were extracted from the site and tested in the laboratory. The results of the testing program were correlated with the rutting of the test sectio

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12

Li, Xiaodong, Ioannis Chasiotis, and Takayuki Kitamura. "In Situ Scanning Probe Microscopy Nanomechanical Testing." MRS Bulletin 35, no. 5 (2010): 361–67. http://dx.doi.org/10.1557/mrs2010.568.

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AbstractScanning probe microscopy (SPM) has undergone rapid advancements since its invention almost three decades ago. Applications have been extended from topographical imaging to the measurement of magnetic fields, frictional forces, electric potentials, capacitance, current flow, piezoelectric response and temperature (to name a few) of inorganic and organic materials, as well as biological entities. Here, we limit our focus to mechanical characterization by taking advantage of the unique imaging and force/displacement sensing capabilities of SPM. This article presents state-of-the-art in s

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13

Hartman, Anton M., Michael D. Gilchrsit, Philip MO Owende, Shane M. Ward, and F. Clancy. "In-situ Accelerated Testing of Bituminous Mixtures." Road Materials and Pavement Design 2, no. 4 (2001): 337–57. http://dx.doi.org/10.3166/rmpd.2.337-357.

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14

Kang, Wonmo, and M. Taher A. Saif. "In situ thermomechanical testing for micro/nanomaterials." MRS Communications 1, no. 1 (2011): 13–16. http://dx.doi.org/10.1557/mrc.2011.7.

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15

Hartman, Anton M., Michael D. Gilchrist, Philip M. O. Owende, Shane M. Ward, and F. Clancy. "In-situ Accelerated Testing of Bituminous Mixtures." Road Materials and Pavement Design 2, no. 4 (2001): 337–57. http://dx.doi.org/10.1080/14680629.2001.9689907.

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16

Fernuik, Neal, and Moir Haug. "Evaluation of In Situ Permeability Testing Methods." Journal of Geotechnical Engineering 116, no. 2 (1990): 297–311. http://dx.doi.org/10.1061/(asce)0733-9410(1990)116:2(297).

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17

Cook, P. "In situ pneumatic testing at Yucca Mountain." International Journal of Rock Mechanics and Mining Sciences 37, no. 1-2 (2000): 357–67. http://dx.doi.org/10.1016/s1365-1609(99)00111-2.

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18

Kiener, D., P. Hosemann, S. A. Maloy, and A. M. Minor. "In situ nanocompression testing of irradiated copper." Nature Materials 10, no. 8 (2011): 608–13. http://dx.doi.org/10.1038/nmat3055.

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19

Peeters, Karl, Roy De Maesschalck, Hugo Bohets, Koen Vanhoutte, and Luc Nagels. "In situ dissolution testing using potentiometric sensors." European Journal of Pharmaceutical Sciences 34, no. 4-5 (2008): 243–49. http://dx.doi.org/10.1016/j.ejps.2008.04.009.

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20

Hashemian, H. M., K. M. Petersen, D. W. Mitchell, M. Hashemian, and D. D. Beverly. "In situ response time testing of thermocouples." ISA Transactions 29, no. 4 (1990): 97–104. http://dx.doi.org/10.1016/0019-0578(90)90046-n.

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21

Bredemo, R., and P. A. Gradin. "Testing of in situ properties of adhesives." International Journal of Adhesion and Adhesives 6, no. 3 (1986): 153–56. http://dx.doi.org/10.1016/0143-7496(86)90019-9.

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22

Lupinacci, A., J. Kacher, A. Eilenberg, A. A. Shapiro, P. Hosemann, and A. M. Minor. "Cryogenic in situ microcompression testing of Sn." Acta Materialia 78 (October 2014): 56–64. http://dx.doi.org/10.1016/j.actamat.2014.06.026.

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23

Munoz-Paniagua, David, Ahmed Hammami, Hadi Nazaripoor, Abderrazak Traidia, Jorge Palacios Moreno, and Pierre Mertiny. "In Situ Punch–Shear Testing of Polymers." Polymers 17, no. 7 (2025): 981. https://doi.org/10.3390/polym17070981.

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Conventional material aging and testing protocols involve exposing coupon samples to saturation in application fluid(s) at temperature and pressure conditions typically encountered during service, followed by mechanical testing at ambient conditions. This practice can generate misleading results for materials for which fluid ingress is rapidly reversible, most notably at elevated temperatures. A recently developed in situ punch–shear device has been successfully used to establish experimental correlations between the tensile properties (ASTM D638) and shear properties (ASTM D732) of Polyethyle

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24

Vermeij, Tijmen, Amit Sharma, Douglas Steinbach, Jun Lou, Johann Michler, and Xavier Maeder. "In situ transmission Kikuchi diffraction tensile testing." Scripta Materialia 261 (May 2025): 116608. https://doi.org/10.1016/j.scriptamat.2025.116608.

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25

Monaco, Paola, Anna Chiaradonna, Diego Marchetti, Sara Amoroso, Jean-Sebastien L’Heureux, and Thi Minh Hue Le. "Medusa SDMT testing at the Onsøy Geo-Test Site, Norway." E3S Web of Conferences 544 (2024): 02002. http://dx.doi.org/10.1051/e3sconf/202454402002.

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The Medusa SDMT is the last-generation, fully automated version of the seismic dilatometer (SDMT). An extensive in situ testing campaign with the Medusa SDMT was carried out in June 2022 in different soil types at four well-known benchmark test sites in Norway, part of the Geo-Test Sites (NGTS) research infrastructure managed by the Norwegian Geotechnical Institute. The experimental campaign was conducted as part of the Transnational Access project – JELLYFISh funded by H2020-GEOLAB. This paper presents a preliminary assessment of significant results obtained by Medusa SDMT at the Onsoy test s

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26

Tavukçuoğlu, Ayşe. "Non-Destructive Testing for Building Diagnostics and Monitoring: Experience Achieved with Case Studies." MATEC Web of Conferences 149 (2018): 01015. http://dx.doi.org/10.1051/matecconf/201814901015.

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Building inspection on site, in other words in-situ examinations of buildings is a troublesome work that necessitates the use of non-destructive investigation (NDT) techniques. One of the main concerns of non-destructive testing studies is to improve in-situ use of NDT techniques for diagnostic and monitoring studies. The quantitative infrared thermography (QIRT) and ultrasonic pulse velocity (UPV) measurements have distinct importance in that regard. The joint use of QIRT and ultrasonic testing allows in-situ evaluation and monitoring of historical structures and contemporary ones in relation

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27

Agrawal, Manoj, Chandra Prakash Antham, Sarah Salah Jalal, Amandeep Nagpal, B. Rajalakshmi, and Shashi Prakash Dwivedi. "Innovative Advances and Prospects in In Situ Materials Testing: A Comprehensive Review." E3S Web of Conferences 505 (2024): 01031. http://dx.doi.org/10.1051/e3sconf/202450501031.

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Real-time analysis of materials in use is crucial in the in-situ field. In situ testing is essential for assessing materials in extreme conditions such as aviation, energy, and military applications. Advancement in situ testing methods have opened up research prospects. Strain measurement, deformation conduct mechanical characteristics, microstructure, spectral analysis, electrical chemistry, corrosion resistance, thermal resistance, elevated temperature testing, fatigue testing, nano mechanics, non-destructive evaluation, and in situ microscopy have advanced. These advances enable anatomical

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28

Meijer, G. J., G. Bengough, J. Knappett, K. Loades, and B. Nicoll. "In situ root identification through blade penetrometer testing – part 2: field testing." Géotechnique 68, no. 4 (2018): 320–31. http://dx.doi.org/10.1680/jgeot.16.p.204.

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29

Schofield, Louise, Emma Welfare, and Simon Mercer. "In-situ simulation." Trauma 20, no. 4 (2017): 281–88. http://dx.doi.org/10.1177/1460408617711729.

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‘In-situ’ simulation or simulation ‘in the original place’ is gaining popularity as an educational modality. This article discusses the advantages and disadvantages of performing simulation in the clinical workplace drawing on the authors’ experience, particularly for trauma teams and medical emergency teams. ‘In-situ’ simulation is a valuable tool for testing new guidelines and assessing for latent errors in the workplace.

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30

Lupinacci, A., J. Kacher, A. A. Shapiro, P. Hosemann, and A. M. Minor. "Cryogenic in-situ clamped beam testing of Sn96." Journal of Materials Research 36, no. 8 (2021): 1751–61. http://dx.doi.org/10.1557/s43578-021-00157-x.

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31

Reiterer, Michael, Stefan Lachinger, Josef Fink, and Sebastian-Zoran Bruschetini-Ambro. "In-Situ Experimental Modal Testing of Railway Bridges." Proceedings 2, no. 8 (2018): 413. http://dx.doi.org/10.3390/icem18-05286.

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32

Novak, Libor, Petr Glajc, and Ondrej Klvac. "Battery in situ Electrical Testing in FIB-SEM." Microscopy and Microanalysis 28, S1 (2022): 834–35. http://dx.doi.org/10.1017/s1431927622003737.

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33

LEE, L. T., J. L. WIBOWO, P. A. TAYLOR, and M. E. GLYNN. "In Situ Erosion Testing and Clay Levee Erodibility." Environmental and Engineering Geoscience 15, no. 2 (2009): 101–6. http://dx.doi.org/10.2113/gseegeosci.15.2.101.

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34

Legros, M., D. S. Gianola, and C. Motz. "Quantitative In Situ Mechanical Testing in Electron Microscopes." MRS Bulletin 35, no. 5 (2010): 354–60. http://dx.doi.org/10.1557/mrs2010.567.

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AbstractThis article is devoted to recent progress in the area of in situ electron microscopy (scanning and transmission) and will focus on quantitative aspects of these techniques as applied to the deformation of materials. Selected recent experiments are chosen to illustrate how these techniques have benefited from improvements ranging from sample preparation to digital image acquisition. Known for its ability to capture the underlying phenomena of plastic deformation as they occur, in situ electron microscopy has evolved to a level where fully instrumented micro- and nanomechanical tests ca

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35

Price, W. F., and J. P. Hynes. "In-situ strength testing of high strength concrete." Magazine of Concrete Research 48, no. 176 (1996): 189–97. http://dx.doi.org/10.1680/macr.1996.48.176.189.

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36

Lu, Shaoning, Zaoyang Guo, Weiqiang Ding, Dmitriy A. Dikin, Junghoon Lee, and Rodney S. Ruoff. "In situ mechanical testing of templated carbon nanotubes." Review of Scientific Instruments 77, no. 12 (2006): 125101. http://dx.doi.org/10.1063/1.2400212.

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37

Duprat, Camille, Hélène Berthet, Jason S. Wexler, Olivia du Roure, and Anke Lindner. "Microfluidic in situ mechanical testing of photopolymerized gels." Lab on a Chip 15, no. 1 (2015): 244–52. http://dx.doi.org/10.1039/c4lc01034e.

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38

Choong Kog, Yue. "Testing Plan for Estimating In Situ Concrete Strength." Practice Periodical on Structural Design and Construction 24, no. 2 (2019): 04019001. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000410.

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39

Hansen, Brad M. S., and Norm Murray. "TESTING IN SITU ASSEMBLY WITH THEKEPLERPLANET CANDIDATE SAMPLE." Astrophysical Journal 775, no. 1 (2013): 53. http://dx.doi.org/10.1088/0004-637x/775/1/53.

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40

Van Swygenhoven, Helena, and Steven Van Petegem. "In-situ mechanical testing during X-ray diffraction." Materials Characterization 78 (April 2013): 47–59. http://dx.doi.org/10.1016/j.matchar.2012.12.010.

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41

Haase, Martin F., Nima Sharifi-Mood, Daeyeon Lee, and Kathleen J. Stebe. "In Situ Mechanical Testing of Nanostructured Bijel Fibers." ACS Nano 10, no. 6 (2016): 6338–44. http://dx.doi.org/10.1021/acsnano.6b02660.

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42

Guo, Hua, Will J. Hardy, Panpan Zhou, Douglas Natelson, and Jun Lou. "In-situ Thermal Testing on Nanostructures in TEM." Microscopy and Microanalysis 22, S3 (2016): 770–71. http://dx.doi.org/10.1017/s1431927616004700.

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43

Wheeler, J. M., J. Wehrs, G. Favaro, and J. Michler. "In-situ optical oblique observation of scratch testing." Surface and Coatings Technology 258 (November 2014): 127–33. http://dx.doi.org/10.1016/j.surfcoat.2014.09.045.

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44

Masterson, D. M. "Interpretation of in situ borehole ice strength measurement tests." Canadian Journal of Civil Engineering 23, no. 1 (1996): 165–79. http://dx.doi.org/10.1139/l96-017.

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A hydraulic borehole jack for the testing of ice confined compressive strength and elastic modulus through the depth of a 150 mm hole at regular intervals is described. Interpretation of the pressure and deformation information obtained is accomplished using standard equilibrium and compatibility equations for plate bearing tests applied to the expansion of a cavity of crushed material surrounded by an elastic medium. The jack tests yield confined compressive strength and elastic modulus. These are basic, universally understood, engineering properties of a material useful in practice. The jack

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45

Velez, Nathan R., Frances I. Allen, Mary Ann Jones, et al. "Nanomechanical testing of freestanding polymer films: in situ tensile testing and Tg measurement." Journal of Materials Research 36, no. 12 (2021): 2456–64. http://dx.doi.org/10.1557/s43578-021-00163-z.

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Abstract A method for small-scale testing and imaging of freestanding, microtomed polymer films using a push-to-pull device is presented. Central to this method was the development of a sample preparation technique which utilized solvents at cryogenic temperatures to transfer and deposit delicate thin films onto the microfabricated push-to-pull devices. The preparation of focused ion beam (FIB)-milled tensile specimens enabled quantitative in situ TEM tensile testing, but artifacts associated with ion and electron beam irradiation motivated the development of a FIB-free specimen preparation me

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46

Borosnyói, Adorján, and Katalin Szilágyi. "Studies on the spatial variability of rebound hammer test results recorded at in-situ testing." Epitoanyag - Journal of Silicate Based and Composite Materials 65, no. 4 (2013): 102–6. http://dx.doi.org/10.14382/epitoanyag-jsbcm.2013.19.

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47

Robertson, P. K. "In situ testing and its application to foundation engineering." Canadian Geotechnical Journal 23, no. 4 (1986): 573–94. http://dx.doi.org/10.1139/t86-086.

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The status of in situ testing and its application to foundation engineering are presented and discussed. The in situ test methods are discussed within the framework of three groups: logging, specific, and combined test methods. The major logging test methods discussed are standard penetration test (SPT), cone penetration test (CPT), and the flat plate dilatometer test (DMT). The major specific test methods discussed are the prebored pressuremeter test (PMT), the self-bored pressuremeter test (SBPMT), and the screw plate load test (SPLT). Discussion is also presented on recent tests that combin

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48

Amer, Mohamed, Qamar Hayat, Vit Janik, Nigel Jennett, Jon Nottingham, and Mingwen Bai. "A Review on In Situ Mechanical Testing of Coatings." Coatings 12, no. 3 (2022): 299. http://dx.doi.org/10.3390/coatings12030299.

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Real-time evaluation of materials’ mechanical response is crucial to further improve the performance of surfaces and coatings because the widely used post-processing evaluation techniques (e.g., fractography analysis) cannot provide deep insight into the deformation and damage mechanisms that occur and changes in coatings’ material corresponding to the dynamic thermomechanical loading conditions. The advanced in situ examination methods offer deep insight into mechanical behavior and material failure with remarkable range and resolution of length scales, microstructure, and loading conditions.

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49

Morgan, Quentin, John Pope, and Peter Ramsay. "Concurrent in-situ measurement of flow capacity, gas content and saturation." APPEA Journal 53, no. 1 (2013): 273. http://dx.doi.org/10.1071/aj12023.

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A new core-less testing capability has been developed to provide concurrent measurements of coal seam flow capacity and gas content at in-situ conditions. The fluid-based measurement principles are intended to overcome time constraints, accuracy limitations, and cost implications of discrete measurements attributed to traditional ex-situ measurements on core samples. Details of measurement principles, associated enabling technologies, and generic test procedures have been disclosed in a previous publication. In 2012 a number of field trials were conducted with this new service for both coal mi

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50

Cai, G. J., D. H. Song, L. L. Liu, X. Y. Liu, and H. L. Tian. "A Comprehensive Review of the Evaluation and Application of Engineering Properties of Expansive Soil Based on Piezocone Penetration Test (CPTU)." IOP Conference Series: Earth and Environmental Science 1337, no. 1 (2024): 012005. http://dx.doi.org/10.1088/1755-1315/1337/1/012005.

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Abstract Expansive soil presents several challenges in civil and geotechnical engineering because of its distinctive physical and mechanical properties, including considerable volumetric fluctuations, non-linear stress–strain behaviour, and high permeability. Owing to soil disturbances and sample size limitations during sampling, important parameters such as the expansive soil expansion force, compressive strength, and shear strength obtained through indoor experiments often cannot accurately reflect the values in situ. In this regard, in situ piezocone penetration testing has the advantages o

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