Undrained Stability of Footings on Slopes-Reference-Cited by-同舟云学术

Undrained Stability of Footings on Slopes

Published:2011-10 Issue:5 Volume:11 Page:381-390
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Shiau J. S.¹²³⁴,Merifield R. S.¹²³⁴,Lyamin A. V.¹²³⁴,Sloan S. W.¹²³⁴

Affiliation:

1. Senior Lecturer, Faculty of Engineering and Surveying, Univ. of Southern Queensland, QLD 4350, Australia (corresponding author).

2. Senior Lecturer, Center for Geotechnical and Materials Modelling, The Univ. of Newcastle, NSW 2308, Australia.

3. Associate Professor, Center for Geotechnical and Materials Modelling, The Univ. of Newcastle, NSW 2308, Australia.

4. Professor, Center for Geotechnical and Materials Modelling, The Univ. of Newcastle, NSW 2308, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000092

Reference21 articles.

1. Davis E. H. and Booker J. R. (1973). “Some adaptations of classical plasticity theory for soil stability problems.” Proc. Symp. Role of Plasticity in Soil Mechanics A. C. Palmer ed. Cambridge University Cambridge UK 24–41.

2. Analysis of the bearing capacity reduction of a foundation near a slope by means of the yield design theory;de Buhan P.;Revue Française de Géotechnique,1994

3. Three Dimensional Bearing Capacity Analysis of a Foundation Near a Slope

4. Extended limit design theorems for continuous media

Cited by 95 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. Effect of excavations on the bearing capacity of adjacent foundations using three-dimensional upper bound limit analysis method;World Journal of Engineering;2024-08-27

2. An Experimental and Numerical Investigation of Strip Footing Behavior on Geogrid-Reinforced Embankment Resting on Soft Soil;Journal of Testing and Evaluation;2024-07-01

3. Stability of Hillslopes with Compound Convex-Concave Profile Under Vertically Loaded Strip Footings;Transportation Infrastructure Geotechnology;2024-03-05

4. Digital solutions in the determination of bearing capacity for straight and stepped mat foundations on sloping ground;IOP Conference Series: Materials Science and Engineering;2024-03-01

5. A Simplified Method for Seismic Behavior of Retaining Walls with Strip Load on the Backfill;International Journal of Geomechanics;2024-01