Pore-Scale Model for Water Retention and Fluid Partitioning of Partially Saturated Granular Soil-Reference-Cited by-同舟云学术

Pore-Scale Model for Water Retention and Fluid Partitioning of Partially Saturated Granular Soil

Published:2013-05 Issue:5 Volume:139 Page:724-737
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Likos William J.¹,Jaafar Rani²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin, Madison, WI 53706 (corresponding author).

2. Engineer II, Fugro Consultants Inc., 6100 Hillcroft Ave., Houston, TX 77081.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000811

Reference46 articles.

1. A pore-scale investigation of a multiphase porous media system

2. ASTM. (2008). “Standard test methods for determination of the soil water characteristic curve for desorption using a hanging column pressure extractor chilled mirror hygrometer and/or centrifuge.” D6836 West Conshohocken PA.

3. Ayers R. N. and Watson K. K. (1977). “Experimental and numerical studies of soil-water movement to a water table.” Proc. 6th Aust. Hydraul. Fluid Mech. Conf. Institution of Engineers Australia Adelaide Australia 72–75.

4. The effect of ionic strength on surfactant-induced unsaturated flow

5. Rise of Liquids and Bubbles in Angular Capillary Tubes

Cited by 68 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. Tensile strength and dilative characteristics of compacted unsaturated clay-sized metalliferous tailings for bulk earthworks;Bulletin of Engineering Geology and the Environment;2024-08-14

2. Exploring an eco-friendly approach to improve soil tensile behavior and cracking resistance;Journal of Rock Mechanics and Geotechnical Engineering;2024-05

3. Cyclic liquefaction of granular materials with varied forms under multidirectional loads;Géotechnique;2024-01-10

4. A microscopic interpretation of hysteresis in the water retention curve of sand;Géotechnique;2024-01-10

5. Modelling the evolution of water retention hysteresis loops during soil deformation based on the ink‐bottle effect;International Journal for Numerical and Analytical Methods in Geomechanics;2024-01-04