摘要
对西安市长安区某管道拟建场地杂填土边坡稳定性进行专项勘察及边坡稳定性分析,查明拟建工程场地大厚度杂填土边坡的工程地质条件,并利用有限差分软件对该边坡进行分析计算,评价该边坡的稳定性及保留杂填土地基的可行性,最后对大厚度杂填土边坡治理提出了建议方案。
In this paper,the special investigation and stability analysis of miscellaneous soil slope in the pipeline proposed site of Xi'an Chang'an district. The engineering geological conditions of the proposed site with the large thickness miscellaneous soil slope were ascertained,and the stability analysis of slope was done using the finite difference software of FLAC-3 D,the stability of slope and feasibility of the reservation of miscellaneous soil foundation were evaluated. At last,the governance program of large thickness miscellaneous soil slope was suggested.
出处
《山西建筑》
2018年第4期67-68,共2页
Shanxi Architecture
关键词
杂填土
工程地质条件
边坡稳定性
FLAC-3D
miscellaneous soil
engineering geological conditions
stability of slope
FLAC-3D
