Case analysis of piled raft socketed in weak rock

作     者：钟闻华 张克恭 刘松玉 Zhong Wenhua;Zhang Kegong;Liu Songyu

作者机构：东南大学交通学院岩土工程研究所南京210096 

出 版 物：《Journal of Southeast University(English Edition)》 (东南大学学报（英文版）)

年 卷 期：2003年第19卷第4期

页      码：373-377页

摘      要：Piles socketed in soft rock were traditionally regarded as end bearing piles, and the loads transferred from superstructure were assumed in design to be shouldered totally by the piles. This paper was designated to deal with the interaction between the piles socketed in weak rock and surrounding soil through field measurement. The pile head reaction and ground pressure under piled raft foundation were monitored, respectively. The analysis of the data measured in situ shows the characteristics of the pile embedded in weak rock are similar to that of friction pile to some extent. The rock socketed pile, together with the surrounding soil, shoulders the weight of the superstructure. It is suggested that soil bearing should be considered in designing the soft rock socketed piles, which can make the design more economical.

主 题 词：piled raft weak rock rock socketed pile 

学科分类：081401[081401] 08[工学] 0814[工学-地质类] 

核心收录：

D　O　I：10.3969/j.issn.1003-7985.2003.04.015

馆 藏 号：203201781...