摘要
对一大型工程滑坡,采用了抗滑桩加箱型抗滑明洞整合支挡结构,应用仿真模拟技术对支挡结构及其施工过程和边界条件及其变化过程进行模拟,对结构的受力动态建立模型,进行分析计算,并将分析计算结果应用于工程设计和施工之中。
For a large landslide,a new form of retaining structure,which is an integral structure of piles and boxed tuunel,is applied. Simulation technique is used to simulate the integral structure,construction sequence,boundary conditions and the effect of boundary condition variations. The model of structure analysis and calculation is established and used in structural calculation of static and dynamic states. The results are applied in the engineering design and construction.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2002年第9期1359-1363,共5页
Chinese Journal of Rock Mechanics and Engineering
关键词
工程边坡
成因
仿真模拟
支挡结构
地质条件
engineering slope,contributing factor analysis,integral structure of piles and tunnel,simulation
