The monolithic stability of high arch dams is evaluated using the deformation reinforcement theory.
2.运用变形加固理论,采用工程类比的方法评价高拱坝的整体稳定性。
参考来源 - 变形加固理论及其在高拱坝工程中的应用·2,447,543篇论文数据，部分数据来源于NoteExpress
There is no standard for the instability criteria for high arch DAMS due to its complexity.
由于高拱坝稳定分析的复杂性，其失稳判据至今没有统一的认识。
A numerical method is developed for lower bound limit analysis of 3d concrete high arch DAMS.
提出了适用于三维混凝土高拱坝结构极限下限分析的有限元数学规划算法。
The integral safety of high arch DAMS mainly depends on the stability of supporting rock system.
高拱坝的整体安全主要取决于拱坝支撑岩体的稳定。
应用推荐