摘要
通过对郴州市某住宅小区边坡的野外调查及勘察,详细了解了工程概况和工程地质条件,分析探讨了该边坡的变形破坏机理。运用MIDAS GTS NX软件,采用强度折减法并结合现状滑坡变形特征对边坡岩土体物理力学参数指标进行了验证,并以此为基础,对拟采用支护型式进行了验算和优化,形成最终设计方案。
Through carrying out outside investigation and survey on the residential community slope in Chenzhou city,the paper gets to know the engineering conditions and engineering geological conditions,analyzes and explores the slope deformation and damage mechanism. Applying MIDAS GTS NX software,it testifies the slope rock physical and chemical parameter indicators by combining with the slope deformation characteristics with strength reduction method,checks and optimizes the planned supporting forms,and finally forms design scheme.
作者
刘少波
肖文栋
Liu Shaobo;Xiao Wendong(The Second Survey Department,China Air-force Survey and Design Academy Co.,Ltd.,Beijing 100098,China)
出处
《山西建筑》
2019年第10期63-65,共3页
Shanxi Architecture
关键词
边坡
滑坡
稳定性分析
数值分析
强度折减
slope
landslide
stability analysis
numerical analysis
strength reduction
