A semi-analytical method for the analysis of pile-supported embankments

• Published in: Journal of Zhejiang University. A. Science Vol. 13; no. 11; pp. 888 - 894
• Main Authors: Zhou, Wan-huan, Chen, Ren-peng, Zhao, Lin-shuang, Xu, Zheng-zhong, Chen, Yun-min
• Format: Journal Article
• Language: English
• Published: Heidelberg SP Zhejiang University Press 01.11.2012
• Subjects: Civil Engineering; Classical and Continuum Physics; Consolidation; Embankments; Engineering; Foundations; Industrial Chemistry/Chemical Engineering; Mathematical analysis; Mathematical models; Mechanical Engineering; Piles; Settlements; Soil (material); 一维固结理论; 不均匀沉降; 半解析法; 地基土; 堤防; 模型描述; 端承桩; 饱和土; Equal settlement plane; Pile-supported embankment; TU4; Soft soils; Soil arching; Load transfer

In this paper,a semi-analytical method for the analysis of pile-supported embankments is proposed.The mathematic model describes the cooperative behavior of pile,pile cap,foundation soil,and embankment fills.Based on Terzaghi＇s 1D consolidation theory of saturated soil,the consolidation of foundatio...