Development of p-y curves of laterally loaded piles in cohesionless soil

The research on damages of structures that are supported by deep foundations has been quite intensive in the past decade. Kinematic interaction in soil-pile interaction is evaluated based on the p-y curve approach. Existing p-y curves have considered the effects of relative density on soil-pile inte...

詳細記述

保存先:
書誌詳細
主要な著者: Khari, Mahdy, Kassim, Khairul Anuar, Adnan, Azlan
フォーマット: 論文
言語:English
出版事項: Hindawi Publishing Corporation 2014
主題:
オンライン・アクセス:http://eprints.utm.my/id/eprint/52379/1/KhairulAnuarKassim2014_Developmentofp-ycurves.pdf
http://eprints.utm.my/id/eprint/52379/
http://dx.doi.org/10.1155/2014/917174
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