不连续变形分析
离散元法
失效模式及影响分析
地质学
打滑(空气动力学)
变形(气象学)
渐进崩塌
有限元法
巴(单位)
岩土工程
灾难性故障
流离失所(心理学)
机械
结构工程
材料科学
工程类
物理
海洋学
心理学
钢筋混凝土
复合材料
心理治疗师
航空航天工程
作者
Dong Xu,Bo Lu,Yunhai Cheng,Jiebing Zhu,Bin Wang
标识
DOI:10.1016/j.enganabound.2022.06.012
摘要
River scouring is the primary cause of impulsive riverbank failure. Its direct effect is to cause catastrophic changes in the structure of the riverbank slope, which then leads to riverbank collapse. However, its internal evolution mechanism is unclear. To solve this problem, a continuous-discontinuous deformation analysis method that can reveal the evolution mechanism has been developed based on the Discontinuous Deformation Analysis (DDA) method. It discretizes the soil into Voronoi-shaped sub-blocks, forces the displacement coordination of the continuous medium through the defined bar element between the sub-blocks, and simulates the evolution from continuum to discontinuum through the bar element failure. At the same time, the open-close iteration algorithm is still used to deal with the contact between the real block boundaries and there is no need to judge the contact between sub-blocks. Then, for the first time, a generalized model of riverbank collapse caused by flow erosion is built, the entire failure process is simulated, and the effects of different soil strengths and slope ratios on the failure mode are discussed. The results indicate that it is insufficient to explain the mechanism of riverbank collapse only by using the concept of circular slip failure of a traditional soil slope.
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