[1]黄岩峰 庞锦浩 吴智飞.北京膨胀岩（土）深路堑边坡稳定性分析[J].大众科技,2014,16(08):51-54.
　Slope stability analysis of Beijing expansive rock (soil) deep cutting[J].Popular Science & Technology,2014,16(08):51-54.
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北京膨胀岩（土）深路堑边坡稳定性分析()
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《大众科技》[ISSN:1008-1151/CN:45-1235/N]

卷:
第16卷
期数:
2014年08期
页码:
51-54
栏目:
建设与工程
出版日期:
2014-12-28

文章信息/Info

Title:
Slope stability analysis of Beijing expansive rock (soil) deep cutting
文章编号:
1008-1151(2014)08-0051-04
作者:
黄岩峰1 庞锦浩2 吴智飞1
1.长沙理工大学，湖南 长沙 410004；2.广西大学，广西 南宁 530000
关键词:
膨胀岩（土）; 柔性支护; FLAC
Keywords:
Expansive rock (soil) ; flexible support; FLAC
分类号:
TU443
文献标志码:
A
摘要:
土工格栅加筋柔性支护技术已成功治理南方多处膨胀土坍滑边坡。为验证柔性支护技术在北方深路堑边坡的处治效果，采用FLAC 对北京膨胀岩（土）深路堑边坡柔性支护前后的位移、应力应变以及边坡稳定系数进行对比分析。研究表明：经干湿循环后，相比素膨胀土边坡，土工格栅加筋柔性支护的膨胀土堑坡发生的位移要小，坡脚处的剪应力集中减小，坡体没出现明显的剪切带，边坡整体稳定。
Abstract:
The technology of geogrid reinforced flexible supporting has been successfully managed several the southern expansive soilslumping slope. To verify the effect of the flexible support technology in treating the northern deep cutting slope, the author compared thedisplacement, stress and strain , and slope stability coefficient of Beijing expansive rock (soil) deep cutting slope between flexible supportedand undo based on FLAC. The studies showed that the displacement of expansive soil cutting slope by geogrid reinforced flexiblesupporting smaller than the unreinforced expansive soil slope, so did the shear stress at the toe, otherwise the slope didn’t appear apparentshear zone and was overall stable after wetting-drying cycles.

参考文献/References:

[1] 郑健龙,杨和平.公路膨胀土工程[M].北京:人民交通出版社,2009.[2] 郑健龙,杨和平.中国公路膨胀土工程问题、研究现状及展望:膨胀土处治理论、技术与实践[M].北京:人民交通出版社,2004.[3] 陈生水,郑澄锋,王国利.膨胀土边坡长期强度变形特性和稳定性研究[J].岩土工程学报,2007,29(6):795-799.[4] 杨和平,肖杰,程斌,等.开挖膨胀土边坡坍滑的演化规律[J].公路交通科技,2013,30(7):18-24.[5] 徐晗,汪明元,黄斌,等.土工格栅加筋膨胀土渠坡数值模拟研究[J].岩土力学,2007,28(增刊):599-603.[6] 杨正国.膨胀土高边坡开挖支护设计分析[J].路基工程,2010,(3):136-138.[7] 陈育民,徐鼎平.FLAC/FLAC3D 基础与工程实例[M].北京:中国水利水电出版社,2013.[8] 陈生水,郑澄锋,王国利.膨胀土边坡长期强度变形特性和稳定性研究[J].岩土工程学报,2007,2(6):795-799.

备注/Memo

备注/Memo:
【收稿日期】2014-07-10【作者简介】黄岩峰（1989－），男，长沙理工大学硕士研究生，研究方向为路基路面工程
更新日期/Last Update: 2016-03-15