Solution of the ultimate bearing capacity at the tip of a pile in inclined rocks based on the Hoek-Brown criterion

Author:

Cai Yuanqiang,Xu Bin,Cao Zhigang,Geng Xueyu,Yuan Zonghao

Funder

National Key R&D Program of China

National Natural Science Foundation of China

European Commission Horizon 2020 MARIE SKLODOWSKA-CURIE RESEARCH AND INNOVATION STAFF EXCHANGE

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference18 articles.

1. Theoretical Soil mechanics;Terzaghi,1965

2. A general formula for channel capacity;Verdu;IEEE Trans Inf Theory,2008

3. The ultimate bearing capacity of foudations;Meyerhof;Geotechnique,1951

4. Statics of Loose Medium;SokolovskyV,1956

5. Ultimate bearing capacity of an anisotropic rock mass, part I: basic modes of failure;Serrano;Int J Rock Mech Min Sci,1998

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