Study on Group Piles Effects of Offshore Engineering under Lateral Load

Volume: 919-921, Pages: 824 - 827
Published: Apr 1, 2014
Abstract
The mechanical behavior of group piles under lateral load is a very complex process of pile-soil interaction. Due to the group effect, the lateral capacity of individual piles can not be fully developed. Deduction factors are applied to the lateral soil reaction, and then lateral analysis is performed for individual piles. After p-y curve for each pile is constructed, the soil pressure of group piles is the sum of soil pressure of single pile at...
Paper Details
Title
Study on Group Piles Effects of Offshore Engineering under Lateral Load
Published Date
Apr 1, 2014
Volume
919-921
Pages
824 - 827
Citation AnalysisPro
  • Scinapse’s Top 10 Citation Journals & Affiliations graph reveals the quality and authenticity of citations received by a paper.
  • Discover whether citations have been inflated due to self-citations, or if citations include institutional bias.