Profiles of Steady-State Suction Stress in Unsaturated Soils-Reference-Cited by-同舟云学术

Profiles of Steady-State Suction Stress in Unsaturated Soils

Published:2004-10 Issue:10 Volume:130 Page:1063-1076
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lu Ning¹,Griffiths D. V.²

Affiliation:

1. Professor, Colorado School of Mines, Division of Engineering, Golden, CO 80401. E-mail: ninglu@mines.edu

2. Professor, Colorado School of Mines, Division of Engineering, Golden, CO 80401. E-mail: d.v.griffiths@mines.edu

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%291090-0241%282004%29130%3A10%281063%29

Reference31 articles.

1. Bao C.G. Gong B. and Zhan L. ( 1998). “Properties of unsaturated soils and slope stability of expansive soil.” Keynote Lecture in UNSAT 98 the 2nd Int. Conf. on Unsaturated Soils Beijing.

2. Bear J. ( 1975). Dynamics of fluids in porous media American Elsevier New York.

3. The Use of Pore-Pressure Coefficients in Practice

4. The principle of effective stress;Bishop A. W.;Tek. Ukeblad,1959

5. Blight G.E. ( 1961). “Strength and consolidation characteristics of compacted soils.” PhD dissertation University of London London.

Cited by 105 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. Modeling rainfall-induced landslide using the concept of local factor of safety: Uncertainty propagation and sensitivity analysis;Computers and Geotechnics;2024-03

2. Bearing Capacity Estimation for Strip Foundation under Transient Flows;International Journal of Geomechanics;2024-02

3. Strengths and Infinite Slope Stability of Unsaturated Soils;International Journal of Geomechanics;2023-12

4. Temperature effect on the stability of 3D reinforced slopes under unsaturated flow conditions;Computers and Geotechnics;2023-12

5. Thermo-hydro-mechanical coupling model of elastic modulus characteristic curve for unsaturated soils;Computers and Geotechnics;2023-10