摘要
对深圳某边坡的稳定性进行了数值模拟,并就边坡的初始应力场、开挖过程中位移进行了分析,通过计算,获得了相关结论,为今后类似边坡工程的设计和防治提供了依据和建议。
The paper carries out numerical simulation on the slope stability in Shenzhen,analyzes the preliminary slope stress field,displacement in the excavation and plastic region,and draws relevant conclusions by calculation,which has provided some basis and suggestions for the slope engineering design and prevention.
出处
《山西建筑》
2013年第24期64-65,共2页
Shanxi Architecture
关键词
边坡
稳定性
位移
塑性区
数值法
slope
stability
displacement
plastic region
numerical method
