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三峡库区巴东某高切坡稳定性分析及治理 被引量:1

Stability Analysis and Mitigation of a High Cut Slope in Badong County,Three Gorges Reservoir Area
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摘要 由于三峡库区移民建设的开展,城镇建设形成一系列的高切坡,给居民生命财产安全带来较大的威胁。高切坡防护是地质灾害防治工作的重要组成部分,也是关系到三峡移民长治久安的大事。以位于巴东县的一处高切坡为例,探讨了高边(切)坡稳定性影响因素,采用极限平衡法及工程地质类比法等分析方法对其稳定性进行了计算分析和预测评价,并提出了"清坡+挂网喷锚工程+截排水设施+坡面绿化"的工程治理方案。 A number of high cut slopes are formed due to the construction of relocation community of the immigrants from the pool area of Three--Gorges Reservoir. Some of these high cut slopes might have a potential safety hazard to the life and properties of the residents. The safety of these slopes is of an integral part of the geological hazard preventions and is also a critical portion of the prolonged safety issue for the relocation communities. This paper presents a case history of the evaluation of a high cut slope. Factors that affecting the stability of the slope are discussed and the safety of the slope are evaluated by the limit equilibrium method and geological engineering analog method. The mitigation of measure utilizes a comprehensive method: the combination of flatten slope with shotcrete on the wire meshes; mortar stacked masonry retaining wall; cut--off ditch at the crest of the slope.
出处 《土工基础》 2015年第2期33-36,52,共5页 Soil Engineering and Foundation
关键词 高切坡 巴东县城 边坡稳定性 治理工程 High Cut Slopes Badong County Slope Stability Mitigation Project
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  • 1黄润秋,许强.显式拉格朗日差分分析在岩石边坡工程中的应用[J].岩石力学与工程学报,1995,14(4):346-354. 被引量:121
  • 2R E Goodman,Gen- Hua Shi. Block Theory and Its Application to Rock Engineering [ M ]. New York: West Publishing Com., 1985.
  • 3三峡库区地质灾害防治工作指挥部.三峡库区三期地质灾害防治工程设计技术要求[M].武汉:中国地质大学出版社,2004.
  • 4.高切坡[J/OL].百度百科http://baike.baidu.com/view/3109595.htm,.
  • 5GB50330-2002.建筑边坡工程技术规范[S].[S].,..
  • 6湖北省三峡库区地质灾害防治工作领导小组办公室.湖北省三峡库区滑坡防治地质勘察与治理工程技术规定[M].武汉:中国地质大学出版社,2003:68-75.
  • 7王勤成,邵敏.有限单元法基本原理和数值方法[J].北京:清华大学出版社,2002:38-258.
  • 8Ghaboussi j r,& Barboosa R.Three-dimensional and discrete element methods for granular materials.Int J No meranal Methodes Geomech,1990,14:451-472.
  • 9夏元友,朱瑞赓.边坡稳定性分析专家系统研制[J].灾害学,1997,12(4):10-14. 被引量:28
  • 10裴觉民.数值流形方法与非连续变形分析[J].岩石力学与工程学报,1997,16(3):279-292. 被引量:67

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