Ultimate Lateral Resistance of Pile Groups in Sand
Author:
Affiliation:
1. Res. Scholar, Dept. of Civ. Engrg., Indian Inst. of Technol., Kharagpur, India 721 302. E-mail: budha@civil.iitkgp.ernet.in
2. Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., Kharagpur, India 721 302. E-mail: pjp@civil.iitkgp.ernet.in
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%282001%29127%3A6%28481%29
Reference20 articles.
1. “Lateral resistance of piles in cohesionless soil.”;Broms B.;J. Soil Mech. and Found. Div.,1964
2. Chattopadhayay B. C. and Pise P. J. ( 1986). “Ultimate lateral resistance of piles.” Int. J. Struct. Roorkee India 113–125.
3. Kerisel J. and Absi E. ( 1990). “Active and passive earth pressure tables.” Balkema Paris.
4. Liu Q. F. and Meyerhof G. G. ( 1987). “New methods of non-linear analysis of laterally loaded flexible piles.” Comp. and Geomech. Elsevier Applied Science England 4(3) 151–169.
5. Lateral Response of Three-Row Groups in Loose to Dense Sands at 3D and 5D Pile Spacing
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