ESTIMATE OF SLOPE DYNAMICAL STABILITY BASED ON EARTHQUAKE RESPONSE ANALYSIS

Nie lin; Yang Tao; Zhou Depei; Liu Yongjiang

doi:10.13204/j.gyjz201211018

Volume 42 Issue 11

Dec. 2014

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Peng Jimin, Zhang Mengxi. ANALYSIS OF THE DISPLACEMENTS OF UNDERGROUND PIPELINES CAUSED BY SHIELD CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 50-53. doi: 10.13204/j.gyjz200509014

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Nie lin, Yang Tao, Zhou Depei, Liu Yongjiang. ESTIMATE OF SLOPE DYNAMICAL STABILITY BASED ON EARTHQUAKE RESPONSE ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 82-86. doi: 10.13204/j.gyjz201211018

Peng Jimin, Zhang Mengxi. ANALYSIS OF THE DISPLACEMENTS OF UNDERGROUND PIPELINES CAUSED BY SHIELD CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 50-53. doi: 10.13204/j.gyjz200509014

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ESTIMATE OF SLOPE DYNAMICAL STABILITY BASED ON EARTHQUAKE RESPONSE ANALYSIS

doi: 10.13204/j.gyjz201211018

1.
1. The School of Civil Engineering of Southwest Jiaotong University,Chengdu 610031,China;
2.
2. The Chongqing Academy of Communications Scientific Research and Design,Chongqing 400060,China;
3.
3. Chengdu City Construction Investment Management Group Co Ltd,Chengdu 610017,China

Rev Recd Date: 2012-02-18
Publish Date: 2012-11-20

Abstract

Abstract

The magnifying coefficient of earthquake acceleration peak value could be obtained,using numeric calculation method to analyze the earthquake response and compare inner points with ground reference ones in earthquake for a certain slope model．The most dangerous stress state of the slope could be obtained,using numeric calculation to multiply the acceleration magnifying coefficient by ground designed acceleration as the level acceleration of a point．In order to estimate the earthquake dynamic stability of a slope,the potential sliding faces were enacted and their safety factors were analyzed．
- slope,
- earthquake response,
- dynamic stability

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References(12)

References

GBJ 6884 建筑结构设计统一标准[S].

[2] GB 500212009 岩土工程勘察规范[S].

[3] 林宗元.岩土工程勘察设计手册[M].北京: 中国建筑工业出版社，1996.

[4] 张倬元，王士天，王兰生.工程地质分析原理[M].北京: 地质出版社，1993.

[5] 王存玉.地震条件下二滩水库岸坡稳定性研究[G］// 岩体工程地质力学问题(七) .北京: 科学出版社，1987.

[6] 祁生文.边坡动力响应分析及应用研究[D].北京: 中国科学院，2002.

[7] 何蕴龙，陆述远.岩石边坡地震作用近似计算方法[J].岩土工程学报，1998，20(2): 66-68.

[8] Seed H B.Stability of Earth and Rockfill Dams During Earthquakes[G］// The Earthquake Engineering Online Archive:Embankment Dam Engineering，Casagrande Volume.New York:Wiley，1973．Clough R W，Chopra.A K.Earthquake Stress Analysis in Earth Dams[J].Journal Engineering Mechanics，ASCE，1966，92(EM2): 51-60.

[9] Itasea Consulting Group Inc.FLAC-3D Fast Lagrangian Analysis of Continua in 3-Dimension Version 2.0[M].USA: Itasea Consulting Group Inc.1997.

[10] 祁生文，伍法权严福章，等.岩质边坡动力反应分析[M].北京: 科学出版社，2007.

[11] 姜彤.边坡在地震力作用下的加卸载响应规律与非线性稳定分析[D].北京: 中国地震局地质研究所，2004.

[12] GB 500112010 建筑抗震设计规范[S].

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