Analysis of deep dynamic sliding stability of gravity dam foundation based on DDA method

2018 3rd International Conference on Insulating Materials, Material Application and Electrical Engineering

材料科学;无线电电子学;电工学

Dong, Zhihong^1,2 ; Ding, Xiuli^1 ; Huang, Shuling^1 ; Wu, Aiqing^1

Yangtze River Scientific Research Institute, Wuhan

430010, China^1

State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan

430072, China^2

关键词: Balance of force;    Deformation of rock mass;    Discontinuous rock mass;    Dynamic sliding;    Limit equilibrium methods;    Mechanical behavior;    Rigid body limit equilibrium method;    Time-varying process;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/452/2/022100/pdf
DOI  :  10.1088/1757-899X/452/2/022100

学科分类：材料科学（综合）

来源: IOP

【 摘 要 】

At present, the rigid body limit equilibrium method is used to calculate the stability of gravity dams. The limit equilibrium method of rigid body can not consider the deformation of rock mass, and it is necessary to give the location of the slip surface. As a new numerical method which can accurately satisfy the balance of force and moment between blocks, DDA method has obvious advantages in analyzing the failure mechanical behavior of discontinuous rock mass. In this paper, the DDA method is used to study the time-varying process of the dynaminc safety factor K (t) of the gravity dam along the weak surface of the dam on the Jialing river in china under seismic load. The results show that the DDA method has great potential in solving the problem of deep dam stability against dynamic sliding.