Sliding Stability Analysis of Bedding Rock Slope Considering Extreme Snow Disasters

张永兴; 王韵斌; 宋西成

doi:10.13409/j.cnki.jdpme.2011.04.001

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Sliding Stability Analysis of Bedding Rock Slope Considering Extreme Snow Disasters

更新时间：2025-12-11

- Sliding Stability Analysis of Bedding Rock Slope Considering Extreme Snow Disasters
- Vol. 31, Issue 4, Pages: 351-357(2011)
- 作者机构：
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- DOI：10.13409/j.cnki.jdpme.2011.04.001
  CLC： U457
- Published：2011
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[1]张永兴,王韵斌,宋西成.极端冰雪条件下的顺层岩质边坡滑移稳定性分析[J].防灾减灾工程学报,2011,31(04):351-357.

张永兴, 王韵斌, 宋西成. Sliding Stability Analysis of Bedding Rock Slope Considering Extreme Snow Disasters[J]. 2011, 31(4): 351-357.
[1]张永兴,王韵斌,宋西成.极端冰雪条件下的顺层岩质边坡滑移稳定性分析[J].防灾减灾工程学报,2011,31(04):351-357. DOI： 10.13409/j.cnki.jdpme.2011.04.001.

张永兴, 王韵斌, 宋西成. Sliding Stability Analysis of Bedding Rock Slope Considering Extreme Snow Disasters[J]. 2011, 31(4): 351-357. DOI： 10.13409/j.cnki.jdpme.2011.04.001.

摘要

推导了典型岩石边坡在极端冰雪条件下的滑移稳定系数的表达式;通过计算分析

揭示了岩石边坡滑移稳定系数随裂隙内水深、坡高、坡角、滑面倾角等因素变化的规律及与冻深的关系

并绘制岩石边坡滑移稳定系数与边坡几何要素之间的关系图。研究表明

当考虑极端冰雪灾害影响时

岩石边坡滑移稳定系数发生较为明显的变化:随裂隙饱水程度、坡面角、主滑面倾角的增加而降低

随主滑面抗剪强度的减小而降低;裂隙饱水程度越高、坡体高度越低、坡面角越小、主滑面倾角越大的边坡的滑移稳定系数

对裂隙冰冻胀力的反应越敏感。

Abstract

Firstly

the calculation formula of the safety factor on sliding stability in condition of extreme snow disaster is derived.Secondly

through the calculation and analysis

the variation law of the safety factor on sliding stability with the changes of water depth in cracks

slope height

slope angle

inclination of structural surface of rock slope is revealed

so is the relationship between the factor and frost depth.Then diagrams which express the relationship between the coefficients of sliding stability and geometric factors are drawn when the rock slope is saturated.Studies show that

when considering the impact of extreme snow disaster

the safety factor on sliding stability of rock slope changes significantly.The safety factor decreases when the depth of the water in cracks

slope angle and inclination of structural surface increase

and when the shear strength of structural surface decreases.The effect of the frost pressure on the safety factor of sliding slope is more obvious when the depth of water in cracks is greater

slope height is lower

slope angle is smaller

and inclination of structural surface is bigger.At last

several suggestions are given for prevention and control measures of sliding slope.

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references

严寒地区路堑边坡破坏机理及稳定计算分析 [J]. 冯守中,闫澍旺,崔琳. 岩土力学 . 2009(S1)

岩质路堑深边坡稳定性评价的模糊概率方法 [J]. 刘章军,陈飞,周宜红. 岩土力学 . 2008(S1)

2008年春季极端天气气候事件对地质灾害的影响 [J]. 殷志强. 防灾科技学院学报 . 2008(02)

冰雪灾害中交通工程的损害类型及原因分析 [J]. 马石城,李红英,欧阳燕青. 防灾科技学院学报 . 2008(02)

岩质边坡水力驱动型顺层滑移破坏机制分析 [J]. 刘才华,徐健,曹传林,陈从新,冯夏庭. 岩石力学与工程学报 . 2005(19)

土壤保温防冻计算的研究和应用 [J]. 余宗明. 低温建筑技术 . 2000(03)

饱水岩石边坡倾覆稳定系数计算 [J]. 许光祥. 岩土工程学报 . 1999(02)

岩石力学原理及其应用[M]. 水利电力出版社 , [英]R·E·古德曼著, 1990

A toppled structure with sliding in the Siwalik Hills, midwestern Nepal [J] . Naresh Kazi Tamrakar,Shuichiro Yokota,Osamu Osaka. Engineering Geology . 2002 (4)

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