[1]王娟,何思明.高切坡潜在破裂面预测与超前支护桩加固研究[J].山地学报,2013,(05):588.
 WANG Juan,HE Siming.Prediction the Potential Rupture Surface for High Cut Slope and Study on the Preembedded Piles[J].Mountain Research,2013,(05):588.
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高切坡潜在破裂面预测与超前支护桩加固研究()
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《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2013年05期
页码:
588
栏目:
山地灾害
出版日期:
2013-01-01

文章信息/Info

Title:
Prediction the Potential Rupture Surface for High Cut Slope and Study on the Preembedded Piles
作者:
王娟;何思明;
1. 中国科学院山地灾害与地表过程重点实验室,四川 成都610041;
2. 中国科学院水利部成都山地灾害与环境研究所,四川 成都610041;
3.中国科学院大学,北京 100049
Author(s):
WANG JuanHE Siming
1. Key laboratory of Mountain Hazards and Surface Process,Chinese Academy of Science,Chengdu 610041, China;
2. Institute of Mountain Hazards and Environment,Chinese Academy of Sciences,Chengdu 610041, China; 3.University of Chinese Academy of Sciences,Beijing,100049,China
关键词:
极限分析上限定理高切坡潜在滑移面超前支护桩
Keywords:
Limit analysis upper bound theorem high cut slope potential rupture surface preembedded piles
分类号:
TU 443
文献标志码:
A
摘要:
高切坡潜在破裂面预测与稳定性判识是高切坡灾害防治的基础。采用极限分析上限定理,结合弧形条分法思想,构建了高切坡潜在破裂面预测与稳定性超前判识方法。针对危险性高切坡,提出超前支护桩加固方法,研究了超前支护桩抗力与加固高切坡整体稳定系数、潜在破裂面之间的对应关系。结合工程算例分析,揭示了高切坡坡体抗剪强度、边坡高度、坡角以及开挖高度对高切坡潜在破裂面的定量影响,为工程建设过程中高切坡灾害防护提供了一条可行的途径。
Abstract:
The prediction of potential failure surface and the stable discrimination is the basis of prevention for the high cut slope. We use the upper bound theorem of limit analysis, combined with curved slice method to build a new method for highcut slope. We proposed a reinforcement structure ahead of excavating which called preembedded piles. Study on the relationship between the resistance provided by the preembedded piles and the overall stability of the high cut slope, the coefficient corresponding relationship between resistance provided by the preembedded piles and the potential failure surface. Combined with engineering example, this article reveal the impaction of the potential rupture surface with the landslide shear strength, slope height, slope angle and the height of excavation. Then, a feasible way to protect the high cut slope in the construction process is provided.

相似文献/References:

[1]何思明.高切坡超前支护桩与坡体共同作用分析[J].山地学报,2006,(05):574.

备注/Memo

备注/Memo:
收稿日期(Received date):2013-03-07;改回日期(Accepted):2013-03-25。
基金项目(Foundation item):国家自然科学基金(41272346);科学支撑计划(2011BAK12B03)。[Supported by National Nature Science Foundation(41272346) and National Science and Technology Support Program(2011BAK12B03).]
作者简介(Biography):王娟,女,四川遂宁人,1989年生,硕士研究生,主要从事防灾减灾技术与防护工程。[Wang Juan,(1989-),female, Suning,Sichuan Province. Master Degree Candidate, mainly engaged in disaster prevention and mitigation and protection engineering.] Tel:13608054195.E-mail:wangjuan1989@163.com *通信作者(Corresponding author):He Siming. E-mail:hsm112003@yahoo.com.cn
更新日期/Last Update: 1900-01-01