Behaviour analysis on the vertically loaded bored pile socketed into weak rocks using slip-line theory arc failure surface-Reference-Cited by-同舟云学术

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Behaviour analysis on the vertically loaded bored pile socketed into weak rocks using slip-line theory arc failure surface

Published:2020-12 Issue: Volume:128 Page:103852
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhang Qian-qing,Ma Bin,Liu Shan-wei,Feng Ruo-feng

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. The shear strength of rock and rock joints;Barton;Int. J. Rock Mech. Min. Sci.,1976

2. A ‘t-z’ approach for cyclic axial loading analysis of single piles;Chin;Comput. Geotech.,1991

3. Load transfer for axially loaded piles in clay;Coyle;J. Soil Mech. Found. Div. ASCE,1966

4. The settlement behavior of single axially loaded incompressible piles and piers;Davis;Geotechnique,1968

5. Plasticity and geomechanics;Davis,2002

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