Bearing Capacity of Piles in Soft Clay Underlaid by Cohesive Frictional Soil-Reference-Cited by-同舟云学术

Bearing Capacity of Piles in Soft Clay Underlaid by Cohesive Frictional Soil

Published:2013-06 Issue:3 Volume:13 Page:311-317
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chakraborty Debarghya¹,Kumar Jyant²

Affiliation:

1. Research Scholar, Civil Engineering Dept., Indian Institute of Science, Bangalore 560012, India.

2. Professor, Civil Engineering Dept., Indian Institute of Science, Bangalore 560012, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000211

Reference22 articles.

1. Berezantzev V. G. Khristoforov V. and Golubkov V. (1961). Load bearing capacity and deformation of piled foundations.” Proc. 5th Int. Conf. on Soil Mechanics and Foundation Engineering Paris 11–15.

2. Finite element method and limit analysis theory for soil mechanics problems

3. De Simone P. and Sapio G. (1985). “End bearing capacity of pile foundations by means of characteristics.” Proc. 11th Int. Conf. on Soil Mechanics and Foundation Engineering San Francisco 1373–1376.

4. Numerical design-analysis of piles in sands;Desai C. S.;J. Geotech. Engrg. Div.,1974

5. Study of Strain Wedge Parameters for Laterally Loaded Piles

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