Influence of Relative Pile-Soil Stiffness and Load Eccentricity on Single Pile Response in Sand Under Lateral Cyclic Loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
http://link.springer.com/content/pdf/10.1007/s10706-011-9490-1.pdf
Reference30 articles.
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3. Ashour M, Norris GM (1999) Liquefaction and undrained response evaluation of sands from drained formulation. J Geotech Geoenviron Eng ASCE 125(8):649–658
4. Basack S (1999) Behaviour of pile under lateral cyclic loading in marine clay. PhD thesis, Jadavpur University, Calcutta, India
5. Basack S (2008a) A boundary element analysis of soil pile interaction under lateral cyclic loading in soft cohesive soil. Asian J Civil Eng (Building and Housing) 9(4):377–388
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