Braced excavation - Excavation in general

被引:0
作者
Tan, TS [1 ]
Shirlaw, JN [1 ]
机构
[1] Natl Univ Singapore, Singapore 117548, Singapore
来源
GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND | 2000年
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A total of twenty one papers were grouped in this session. As the title of this session implies, these papers covered a wide spectrum of topics related to deep excavations. The reporters have divided these papers under two main themes: wall movement and control of wall movement, and more general causes of movement. The main conclusions the reporters can draw is that in many practical situations where control of movement is important, the retaining system is designed to be sufficiently stiff so that movement is reduced to a very small amount. In that situation, the analysis is less sensitive to variation in soil parameters than to the nature of the supporting structure. Wall movement is not the only potential source of ground movements during deep excavation. This must be recognised, else any back analysis or design will not be correct.
引用
收藏
页码:53 / 62
页数:10
相关论文
共 24 条
[11]  
KAWASAKI T, EXPT STUDY HEAVING C
[12]  
KEMPFERT HG, EFFECT ANCHOR INSTAL
[13]  
KIM HT, DESIGN APPROACH APPL
[14]  
KORT DA, ROTTERDAM SHEET PILE
[15]  
LIAO HJ, BEHAV GROUT COLUMN R
[16]  
LIU G, CONSIDERING TIME SPA
[17]  
OHISHI K, DEFORMATION BEHAV HE
[18]  
ONO S, INVESTIGATION GROUND
[19]  
SAJI S, SURFACE SETTLEMENTS
[20]  
SCHWEIGER HF, FE ANAL DEEP EXCAVAT