摘要
介绍了一种常用的詹布 (Janbu) 法, 该方法考虑了地下水、水平荷载 (如地震荷载)、滑面的不连续性、土体性质的不均匀性等因素的影响, 并根据该方法编制出程序。对京珠高速公路耒阳段滑坡采用詹布法进行分析, 并将计算和勘测设计结果进行比较。
This paper introduces a widely used method-Janbu.This method considers the effects of the pore water pressure,water seepage,seismic forces,the inhomogeneous soils and the discontinuity of slope.Based on this theory, a program is coded here.This theory is used to analysis Leiyang slope stability in the Beijing-Zhuhai freeway and the result is compared with that from reconnaissance.
出处
《矿业工程》
CAS
2005年第2期16-18,共3页
Mining Engineering
关键词
边坡稳定性
平衡
条分法
安全系数
slope stability
equilibrium
slice method
safety coefficient
