摘要
通过最大剪应力等值线来确定边坡的滑动面,并与其结构面抗剪强度相比较,给出了确定边坡的稳定系数的方法。
The maximum equivalence line of shears-stress is analyzed for ascertaining the slip plane of side slope, and compared with the shear stress strength of engineering-geological of the slip plane. A idea about researching the stability factor of side slope is put forward.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第S2期307-309,共3页
Rock and Soil Mechanics
