摘要
讨论了残积土边坡强度参数的取值,对某残积土边坡的土工试验资料进行了统计,分析了c、参数在边坡不同部位的特点,通过对边坡稳定计算中多组参数的反分析,提出了符合边坡实际状态强度指标的取值方法。
The method of taking value for the strength parameter of residual soil slope is discussed. Based on the testing data of a real residual soil slope, the characteristic parameters c and in the different position of slope have been analysed statistically. By way of many teams parameter back analysis in the stability analysis of slope, a method of taking value from which the strength parameter has fit to the real state index of the slope, has been put forward.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第2期277-280,共4页
Rock and Soil Mechanics
