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METHOD OF CRITICAL DISPLACEMENT FORECAST BASED ON THE DEFORMATION FAILURE MECHANISM OF SLOPE

机译:基于边坡变形破坏机理的临界位移预测方法

摘要

In a method of critical displacement forecast based on the deformation failure mechanism of slope, a sliding surface displacement, a calculation based on status stability factors and a slope surface displacement are determined, and applied for forecast based on a thrust-type slope deformation mechanism, a key compartment division, a relation between stress and strain mechanics properties of sliding surface of geo-material, and an analysis of evolution characteristics at different points of the sliding surface. The method provides advantages of determining deformation values at different points of a sliding surface, a slope body and a slope surface during slope failures; describing the process of a progressive failure, deformations and force changes of a slope; combining slope monitoring values to perform the stability analysis and the calculation of the magnitude of the stability factors in different deformation statuses of the slope; and assessing the durability of protective measures to the slope.
机译:在基于边坡变形破坏机制的临界位移预测方法中,确定了滑动面位移,基于状态稳定因子和斜坡面位移的计算,并将其应用于基于推力型斜坡变形机理的预测,关键隔室的划分,土工材料滑动面的应力与应变力学特性之间的关系,以及在滑动面的不同点处的演化特性分析。该方法具有确定边坡破坏过程中滑动面,边坡体和边坡面不同点变形值的优点。描述斜坡的渐进破坏,变形和力变化的过程;结合边坡监测值进行边坡稳定性分析,并计算边坡不同变形状态下稳定系数的大小。并评估对斜坡的防护措施的耐久性。

著录项

  • 公开/公告号US2015198513A1

    专利类型

  • 公开/公告日2015-07-16

    原文格式PDF

  • 申请/专利权人 HUBEI UNIVERSITY OF TECHNOLOGY;

    申请/专利号US201514596025

  • 发明设计人 DE-FU LIU;YING-FA LU;

    申请日2015-01-13

  • 分类号G01N3/24;

  • 国家 US

  • 入库时间 2022-08-21 15:26:19

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