Nonlinear Finite-Element Modeling of Batter Piles under Lateral Load-Reference-Cited by-同舟云学术

Nonlinear Finite-Element Modeling of Batter Piles under Lateral Load

Published:2001-07 Issue:7 Volume:127 Page:604-612
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rajashree S. S.¹²,Sitharam T. G.¹²

Affiliation:

1. Res. Assoc., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore—560012, India.

2. Assoc. Prof., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore—560012, India. E-mail: sitharam@civil.iisc.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%3A7%28604%29

Reference23 articles.

1. “Lateral resistance of piles in cohesive soils.”;Broms B. B.;J. Soil Mech. Found. Div.,1964

2. “Lateral load test on piles—Arkansas River Project.”;Alizadeh M.;J. Soil Mech. and Found. Div.,1970

3. Georgiadis M. Anagnostopoulos A. and Saflekou S. ( 1992). “Cyclic lateral loading of piles in soft clay.” Geotech. Engrg. Bangkok Thailand 23(1) 47–60.

4. “Hyperbolic stress-strain response: Cohesive soils.”;Kondner R. L.;J. Soil Mech. and Found. Div.,1963

5. Lu S. S. ( 1981). “Design load of bored pile laterally loaded.” Proc. 10th Int. Conf. on Soil Mech. and Found. Engrg. Balkema Rotterdam The Netherlands Vol. 2 767–770.

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