Bearing capacity factor N c under ϕ=0 condition for piles in clays

Author:

Khatri Vishwas N.,Kumar Jyant

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference20 articles.

1. The strength of soils as engineering materials;Bishop;Géotechnique,1966

2. Bearing capacity of cohesive soil stratum;Nakase;Report of Port and Harbor Research Institute,1966

3. The bearing capacity of large footings and embankments on clays;Raymond;Géotechnique,1967

4. A new admissible velocity field for bearing capacity calculation of strip footings;Ugai;Journal of Japanese Society of SMFE,1986

5. The effect of increasing strength with depth on the bearing capacity of clays;Davis;Géotechnique,1973

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