A Method for Calculating Reliability of Soil Slope Stability under Dynamic Loading

张林; 林从谋; 徐超; 陈良辉

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A Method for Calculating Reliability of Soil Slope Stability under Dynamic Loading

更新时间：2025-12-11

- A Method for Calculating Reliability of Soil Slope Stability under Dynamic Loading
- Issue 2, Pages: 178-181(2005)
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  CLC： U435
- Published：2005
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[1]张林,林从谋,徐超,陈良辉.土质边坡动力稳定可靠度计算方法研究[J].防灾减灾工程学报,2005(02):178-181.

张林, 林从谋, 徐超, et al. A Method for Calculating Reliability of Soil Slope Stability under Dynamic Loading[J]. 2005, (2): 178-181.
[1]张林,林从谋,徐超,陈良辉.土质边坡动力稳定可靠度计算方法研究[J].防灾减灾工程学报,2005(02):178-181. DOI：

张林, 林从谋, 徐超, et al. A Method for Calculating Reliability of Soil Slope Stability under Dynamic Loading[J]. 2005, (2): 178-181. DOI：

摘要

考虑爆破地震的时程效应

采用拟静力化的惯性力法

利用改进了的条分法来计算主动土压力

提出了土质边坡在爆破过程中的动力稳定性系数的计算方法

再用改进的JC法求出土坡最小稳定性系数和最小可靠度指标。实践证明

本方法是一种准确、实用的土坡稳定性计算方法。

Abstract

By considering the time effect of blasting vibration and using the quasi-static method and the improved slice method

this paper puts forward an analytic method of slope stability under the action of blasting vibration. The minimum safe factor and reliability index are calculated by the improved JC method. The calculation results of an actual engineering slope show that the presented method is efficient and accurate for calculating the reliability of soil slope dynamic stability.

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references

考虑土条间作用剪力的土坡稳定分析方法 [J]. 王英锐,唐忠德. 地下空间 . 1999(01)

岩石高边坡爆破震动动力稳定分析 [J]. 卢文波,赖世骧,朱传云. 矿冶工程 . 1996(01)

土坡稳定可靠度分析 [J]. 姚耀武,陈东伟. 岩土工程学报 . 1994(02)

结构可靠度分析[M]. 人民交通出版社 , 吴世伟编著, 1990

建筑物的抗滑稳定和滑坡分析[M]. 水利出版社 , 潘家铮, 1980

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Study on the Local Stability of Soil Slope based on the Slipforming Property

Arc-to-center Slice Method for Soil Slope Stability Analysis

Reliability Analysis of Heterogeneous Slopes Considering Spatially Variable Soil Properties

Multiple Response Surfaces Method for Probabilistic Analysis and Reliability Sensitivity Analysis of Slopes Considering Spatially Varying Soil Properties

Research on Dynamic Reliability of Underground Structure Based on the JC Method

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