INFLUENCE OF ANGLE BETWEEN STRIKE OF SLOPE AND STRATA ON SLOPE STABILITY

Feng Jun; Jiang Nan; Zhou Depei

doi:10.13204/j.gyjz20081019

Volume 38 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(10): 76-79

Feng Jun, Jiang Nan, Zhou Depei. INFLUENCE OF ANGLE BETWEEN STRIKE OF SLOPE AND STRATA ON SLOPE STABILITY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 76-79. doi: 10.13204/j.gyjz20081019

Citation:

Feng Jun, Jiang Nan, Zhou Depei. INFLUENCE OF ANGLE BETWEEN STRIKE OF SLOPE AND STRATA ON SLOPE STABILITY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 76-79. doi: 10.13204/j.gyjz20081019

Feng Jun, Jiang Nan, Zhou Depei. INFLUENCE OF ANGLE BETWEEN STRIKE OF SLOPE AND STRATA ON SLOPE STABILITY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 76-79. doi: 10.13204/j.gyjz20081019

Citation:

Feng Jun, Jiang Nan, Zhou Depei. INFLUENCE OF ANGLE BETWEEN STRIKE OF SLOPE AND STRATA ON SLOPE STABILITY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 76-79. doi: 10.13204/j.gyjz20081019

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INFLUENCE OF ANGLE BETWEEN STRIKE OF SLOPE AND STRATA ON SLOPE STABILITY

doi: 10.13204/j.gyjz20081019

1.
School of Civil Engineering,Southwest Jiaotong University Chengdu 610031

Received Date: 2007-10-20
Publish Date: 2008-10-20

Abstract

Abstract

Based on FEM analysis,the deformation of bedding rock slope with single free face or double free face is studied.More attention is paid to the influcence of angle between strike of slope and strata on slope stability and the index regarding the strike angle used to distinguish between bedding rock slope and non-bedding rock slope is developed.Furthermore,the FEM results related to the case of single free face are verified by the model test.All the results show that referring to bedding rock slope with single free face and with double free face,when the angle between strike of slope and strata is more than 30 and 50 respectively,the slope may not be regarded as bedding rock slope any more.
- bedding rock slope,
- angle between strike of slope and strata,
- FEM,
- model test,
- stability

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References(5)

References

冯君,周德培,李安洪.顺层岩质边坡开挖松弛区试验研究.岩石力学与工程学报,2005,24(5):840-845

[2] 冯君,周德培,李安洪.顺层岩质边坡开挖模型试验及稳定性影响因素分析.工程地质学报,2005:13(3):294-299

[3] 白云峰,周德培,冯君.顺向坡岩层走向与边坡走向夹角的上限值.西南交通大学学报,2005,40(3):326-329

[4] 刘洋.水柏铁路银山顺层滑坡整治工程.路基工程,2001(5):66-68

[5] 陈志坚.层状岩质边坡工程安全监控建模理论及关键技术研究:[博士学位论文].南京:河海大学,2001:29-32

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