Analytical model of skin friction for bored pile socketed into weak rocks in ice-rich permafrost regions-Reference-Cited by-同舟云学术

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Analytical model of skin friction for bored pile socketed into weak rocks in ice-rich permafrost regions

Published:2023-08 Issue: Volume:212 Page:103886
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Zhang Chaoyang,Jiang Chong,Pang Li,Chen Lujie

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference39 articles.

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

2. Pile foundation temperature field monitoring and data analysis in permafrost regions;Cheng;Low Temp. Archit. Technol.,2015

3. Modelling shear and normal behaviour of filled rock joints;Deng;Geocongress,2006

4. Laboratory testing and parameters controlling the shear-strength of filled rock joints;Detoledo;Géotechnique,1993

5. Bearing behavior of large-diameter rock-socket piles;Dong;Chin. J. Rock Mech. Eng.,2003

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