Bearing Capacity of Shallow Foundation on Two Clay Layers by Numerical Approach-Reference-Cited by-同舟云学术

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Bearing Capacity of Shallow Foundation on Two Clay Layers by Numerical Approach

Published:2012-04-18 Issue:4 Volume:30 Page:907-923
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Benmebarek S.,Benmoussa S.,Belounar L.,Benmebarek N.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-012-9513-6.pdf

Reference31 articles.

1. Bishop AW (1966) The strength of soils as engineering materials. Géotechnique 16:89–128

2. Burd HJ, Frydman S (1997) Bearing capacity of plane-strain footings on layered soils. Can Geotech J 34(2):241–253

3. Button SJ (1953) The bearing capacity of footings on a two-layer cohesive subsoil. Proc 3rd Int Conf Soil Mech Found Eng Zurich 1:332–335

4. Chen WF (1975) Limit analysis and soil plasticity. Elsevier, Amsterdam

5. Chen WF, Davidson HL (1973) Bearing capacity determination by limit analysis. J Soil Mech Found Div ASCE 99(6):433–449

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