An analytical approach to the ultimate bearing capacity of smooth and rough strip foundations on rock mass considering three-dimensional (3D) strength

Author:

Chen Haohua,Zhu Hehua,Zhang Lianyang

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Foundation Analysis and Design;Bowles,1996

2. Foundations and earth retaining structures;Budhu,2008

3. Carter, P., Kulhawy, F.H., 1988. Analysis and Design of Foundations Socketed into Rock. Report No. EL-5918. Empire State Electric Engineering Research Corporation and Electric Power Research Institute, New York. https://www.geoengineer.org/storage/publication/20562/publication_file/2748/EL-5918.pdf.

4. Failure Mechanism and Bearing Capacity of Shallow Foundation on Poorly Cemented Sandstone;Chang;J. Mech.,2008

5. A unified constitutive model for rock based on newly modified GZZ criterion;Chen;Rock Mech. Rock Eng.,2021

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