Effect of Compressive Load on Uplift Capacity of Model Piles-Reference-Cited by-同舟云学术

Effect of Compressive Load on Uplift Capacity of Model Piles

Published:2003-11 Issue:11 Volume:129 Page:987-992
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dash B. K.¹,Pise P. J.²

Affiliation:

1. Assistant Civil Engineer, R&B Bhubaneshwar, Orissa, India; formerly, M. Technical Student, IIT, Kharagpur 721302, India.

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology (IIT), Kharagpur 721302, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282003%29129%3A11%28987%29

Reference22 articles.

1. Awad A. and Ayoub A. (1976). “Ultimate uplift capacity of vertical and inclined piles in cohesionless soil.” Proc. 5th Conf. on Soil Mechanics and Foundation Engineering Budapest Hungary 221–227.

2. Chattopadhyay B. C. and Pise P. J. (1985). “Design charts for uplift capacity of piles in sand.” Proc. Indian Geotechnical Conf. Vol. 1 Roorkee India 243–248.

3. Uplift Capacity of Piles in Sand

4. Chaudhuri K. P. R. and Symons M. V. (1983). “Uplift resistance of model single piles.” Proc. Conf. Geotechnical Practice in Offshore Engineering ASCE New York 335–355.

5. Uplift capacity of buried model piles in sand.;Das B. M.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1975

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