Application of jet grouting for retaining walls on deep excavations

被引:0
作者
Jaritngam, S [1 ]
机构
[1] Prince Songkla Univ, Dept Civil Engn, Fac Engn, Hat Yai, Thailand
来源
SOFT SOIL ENGINEERING | 2001年
关键词
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This project consists of a multi-storey residential building development with 4-5.5 in of basement. It is located at Soi Romrudee, Bangkok. The application of jet grouting technique, as a soil stabilization method was applied instead of using sheet pile bracing system. Limited conditions such as the narrow access road and very small working areas also inhibit the installation of sheet pile walls. Jet grouted walls become a suitable choice under these conditions. Conventional methods are very time consuming, costly and may cause significant delay of the project. The advantage of using jet grouting walls as self-standing walls is a simple for excavation works because of no bracing and struts.
引用
收藏
页码:477 / 481
页数:5
相关论文
共 3 条
[1]  
DUNCAN JM, 1977, TE774 U CAL
[2]  
DUNCAN JM, 1980, VCBGT8001 U CAL
[3]  
JARITNGAM S, 1996, THESIS NANYANG TECHN