摘要
结合工程实例,基于GIM与BIM技术整合的三峡库区师专群沱子滑坡地质及支护结构模型,提出采用改进的小排距双排桩加固措施,并通过Midas/GTS有限元分析对其安全性进行评估,根据监测报告,支护结构变形与计算结果相符,边坡整体稳定。
In combination with the engineering project,based on the geological and support structure model of Tuozi landslide in Teachers College Group in the Three Gorges Reservoir Area with the integration of GIM and BIM technology,an improved small row spacing double row pile reinforcement measure is put forward,and its safety is evaluated through Midas/GTS finite element analysis.According to the monitoring report,the deformation of the support structure is consistent with the calculation result,and the slope is stable as a whole.
作者
钟恒
刘廷伟
熊桂开
Zhong Heng;Liu Tingwei;Xiong Guikai(Chongqing Survey Institute,Chongqing 400020,China)
出处
《北方交通》
2022年第4期48-51,56,共5页
Northern Communications
关键词
GIM
BIM
有限元分析
滑坡治理
小排距双排桩
GIM
BIM
Finite element analysis
Landslide treatment
Small row spacing double row pile