摘要
本文通过新滩边坡自重应力场、自重与地下水渗流耦合应力场的对比分析,较客观地反映了地下水对该边坡稳定性的弱化作用。在此基础上,对该边坡的稳定性作出了评价,并提出该边坡潜在的最大可能滑动面。
By the comparative analysis of the self-weight stress field with the self-weight and groundwater seepage coupling stress field of Xintan slope, this paper objectively reflects the weakening action of groundwater to the slope stability. On this basis, an assesment is made to the slope stability and the potential most possible sliding surface is presented.
出处
《勘察科学技术》
1994年第2期31-35,共5页
Site Investigation Science and Technology
