Effect of Slope on p-y Curves for Laterally Loaded Piles in Soft Clay-Reference-Cited by-同舟云学术

Effect of Slope on p-y Curves for Laterally Loaded Piles in Soft Clay

Published:2017-11-10 Issue:3 Volume:36 Page:1509-1524
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Rathod Deendayal,Muthukkumaran K.,Sitharam T. G.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/article/10.1007/s10706-017-0405-7/fulltext.html

Reference37 articles.

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2. Boominathan A, Ayothiraman R (2007) An experimental study on static and dynamic bending behavior of piles in soft clay. Geotech Geolog Eng 25:177–189

3. Broms BB (1964) Lateral resistance of piles in cohesive soils. J Soils Mech Found Div 90(2):27–63

4. Brown DA, Shie C-F (1991) Some numerical experiments with a three dimensional finite element model of a laterally loaded pile. Comput Geotech 12(2):91–176

5. Budhu M, Davies TG (1987) Nonlinear analysis of laterally loaded piles in cohesionlesssoils. Can Geotech J 24(2):289–296

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