|
|
Research on the Effect on DJM Pile in Strengthening Soft Foundation by Loading Test |
HE Jian-hong |
China Railway Siyuan Survey and Design Group Co. Ltd, Wuhan, Hubei 430063,China |
|
|
Abstract Research purposes: Using loading test on the DJM pile in strengthening soft foundation, the research and analysis are made on the stress mechanism of the pile and soil.
Research conclusions: The loading test shows that the settlement of the soil between piles is larger than that on the top of the pile, the stress of the filling load transfers from the soil to the pile and the pile-soil stress ratio increases. The damage mode of the composite ground under flexible foundation is that the soil between the piles is damaged first and then results in the damage of whole composite foundation.
|
Received: 21 May 2008
|
|
|
|
|
[1] JTJ 017—96,公路软土地基路堤设计与施工技术规范 [S].
[2] 铁道部.铁路工程设计手册[K].北京:中国铁道出版 社,1993.
[3] 钱家欢,殷宗泽.土工原理与计算[M]. 2版.北京:中国 水利水电出版社,1996.
[4] 《地基处理手册》(第二版)编写委员会.地基处理手册 [K]. 2版北京:中国建筑工业出版社,2000.
[5] 王晓谋,袁怀宇.高等级公路软土地基路堤设计与施工 技术[M].北京:人民交通出版社,2001.
[6] 龚晓南.地基处理新技术[M].西安:陕西科学技术出版 社,1997.
[7] 龚晓南.复合地基设计和施工指南[M].北京:人民交通 出版社,2003.
[8] 播林有.利用Mindlin解估算(带形承台)水泥搅拌桩复 合地基的沉降[C ] //浙江省第三届岩土力学与工程学术 讨论会论文集1997.
[9] 朱昊,袁建新.拖带坐标下的固结理论及其变分原理 [J].岩土力学,1990(11):11-17.
|
|
|
|