Effect of excavation unloading on p-y curves for laterally loaded piles-Reference-Cited by-同舟云学术

Effect of excavation unloading on p-y curves for laterally loaded piles

Published:2018-12 Issue: Volume:104 Page:131-139
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Li Hongjiang,Tong Liyuan,Liu Songyu

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Construction Science and Technology Research Project of Jiangsu Province

Graduate Student Scientific Research Innovation Program of Jiangsu Province

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference30 articles.

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3. A boundary element analysis to study the influence of krc and e/d on the performance of cyclically loaded single pile in clay;Basack;Latin Am J Sol Struct,2010

4. Influence of relative pile-soil stiffness and load eccentricity on single pile response in sand under lateral cyclic loading;Basack;Geotech Geol Eng,2012

5. Measured and predicted response of pile groups in soft clay subjected to cyclic lateral loading;Basack;ASCE-Int J Geomech,2018

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