Evaluation of the Penetration Behavior of Viscous Fluids into Porous Media in the Context of Volume Determination-Reference-Cited by-同舟云学术

Evaluation of the Penetration Behavior of Viscous Fluids into Porous Media in the Context of Volume Determination

Published:2022-05-24 Issue:4 Volume:45 Page:20210213
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Christ Florian¹,Lieske Wolfgang²,Herz Charlotte²,Wichtmann Torsten²

Affiliation:

1. Soil Mechanics, Foundation Engineering and Environmental Geotechnics, Ruhr-Universität Bochum, Universitätsstr. 150, Bochum, NRW 44801, Germany (Corresponding author), e-mail: florian.christ@rub.de, https://orcid.org/0000-0003-1340-1439

2. Soil Mechanics, Foundation Engineering and Environmental Geotechnics, Ruhr-Universität Bochum, Universitätsstr. 150, Bochum, NRW 44801, Germany

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference39 articles.

1. Abou-Bekr, N., F. M. Derdouf, and A. Bekkouche. 2005. “Behaviour upon Drying-Wetting Paths of Maghnia Bentonite (West of Algeria).” In Advanced Experimental Unsaturated Mechanics: Proceedings of the International Symposium on Advanced Experimental Unsaturated Soil Mechanics, Experus 2005, edited by A. Tarantino, E. Romero, and Y. J. Cui, 49–52. Leiden, the Netherlands: A. A. Balkema.

2. Abzalov, M. 2016. Applied Mining Geology. Cham, Switzerland: Springer International Publishing. http://dx.doi.org/10.1007/978-3-319-39264-6

3. Alabdullah, J. “Testing Unsaturated Soil for Plane Strain Conditions: A New Double-Wall Biaxial Device.” PhD diss., Bauhaus-University Weimar, 2010.

4. ASTM International. 2021. Standard Test Methods for Laboratory Determination of Density and Unit Weight of Soil Specimens. ASTM D7263-21. West Conshohocken, PA: ASTM International, approved January 1, 2021. http://dx.doi.org/10.1520/D7263-21

5. Extended Methodology for Determining Wetting Properties of Porous Media;Bachmann;Water Resources Research,2003

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Small and Intermediate Strain Characteristics of a Partially Saturated Sand–Clay Mixture;International Journal of Geomechanics;2023-08