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## Research on Analysis Method of Single Pile under Lateral LoadAuthor: ZhangHongTutor: WangYouQing School: Harbin Institute of Technology Course: Geotechnical Engineering Keywords: single pile under lateral load double parameters foundation shearspring elasto-plastic analysis finite difference CLC: TU473.1 Type: Master's thesis Year: 2012 Downloads: 38 Quote: 0 Read: Download Dissertation ## Abstract
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CLC: > Industrial Technology > Building Science > Soil mechanics,foundation engineering > Foundation > Pile foundation and deep foundation > Pile © 2012 www.DissertationTopic.Net Mobile |