摘要
本文对土钉支护这种新的挡土技术提出了极限平衡的设计方法,并给出寻找临界滑动面及相应安全系数的算法;分析了支护参数和土层分布对安全系数的影响;设计计算结果与国外几种方法进行了比较,给出了安全系数的建议值。
Designing method by using ultimate equilibrium for the new retaining technique with earth nail is suggested and the algorithm for acquiring critical sliding surface and corresponding safety factor are also giyen. The impacts of timbering parameter and soil distribution on safety factor are analyzed. Proposed value of safety factor is given after comparison among calculation result and several methods used abroad.
出处
《工程勘察》
CSCD
北大核心
1997年第6期1-5,共5页
Geotechnical Investigation & Surveying
关键词
深基坑
土钉支护
极限平衡
条分法
deep foundation pit
earth nail timbering
ultimate equilibrium
finite slice method