摘要
本文以工程为实例,应用弹性抗力有限元法计算软土地基深基坑单支撑排桩支护结构,并对支护桩、圈梁及支撑等有关设计计算问题进行了探讨。
The bracing structure of deep foundation pit in soft ground is calculated by elastic finite element method as indicated by engineering example. The relevant design and calculation concerning bearing pile, girth and bracing are studied.
出处
《工程勘察》
CSCD
北大核心
1998年第1期21-24,共4页
Geotechnical Investigation & Surveying