Solution of the Ultimate Bearing Capacity at the Tip of a Pile in Anisotropic Discontinuous Rock Mass Based on the Hoek

Solution of the Ultimate Bearing Capacity at the Tip of a Pile in Anisotropic Discontinuous Rock Mass Based on the Hoek–Brown Criterion

Published:2021-02 Issue:2 Volume:21 Page:04020254
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cao Zhigang¹,Xu Bin¹,Cai Yuanqiang²,Galindo-Aires Ruben³^ORCID,Li Cong⁴

Affiliation:

1. College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, PR China.

2. College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, PR China.

3. Departamento de Ingeniería y Morfología del Terreno, Universidad Politécnica de Madrid, C/Profesor Aragunren s/n, Madrid 28040, Spain (corresponding author). ORCID: .

4. Dept. of Engineering and Construction, China Railway 16 Bureau Group Beijing Metro Engineering Construction Co. Ltd., Beijing 101100, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001919

Reference30 articles.

1. Solution of the ultimate bearing capacity at the tip of a pile in inclined rocks based on the Hoek–Brown criterion;Cai Y.;Int. J. Rock Mech. Min. Sci.,2020

2. Experimental Determination of the Shape Factors and the Bearing Capacity Factors of Sand

3. Recent experiences of full scale static pile load testing in chalk

4. A review of genetic programming and artificial neural network applications in pile foundations;Fatehnia M.;Int. J. Geo-Eng.,2018

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