|本期目录/Table of Contents|

[1]门玉明,韩冬冬,王海英,等.计算锚索抗滑桩变形及内力的一种新方法[J].地球科学与环境学报,2013,35(01):90-96.
　MEN Yu-ming,HAN Dong-dong,WANG Hai-ying.New Method for Calculating Deformation and Internal Force of Anchor Anti-slide Pile[J].Journal of Earth Sciences and Environment,2013,35(01):90-96.
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《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第35卷
期数:
2013年第01期
页码:
90-96
栏目:
工程地质
出版日期:
2013-03-15

文章信息/Info

Title:
New Method for Calculating Deformation and Internal Force of Anchor Anti-slide Pile
作者:
门玉明; 韩冬冬; 王海英
长安大学地质工程与测绘学院;天津城市建设学院能源与安全工程学院;
Author(s):
MEN Yu-ming;  HAN Dong-dong;  WANG Hai-ying
1.School of Geological Engineering and Surveying,Chang’an University,Xi’an 710054,Shaanxi,China; 2.School of Energy and Safety Engineering,Tianjin Institute of Urban Construction,Tianjin 300384,China
关键词:
滑坡; 锚索抗滑桩; 弹性地基梁; 结构力学; 锚索拉力; 变形; 内力; 计算方法
Keywords:
-
分类号:
TU348
DOI:
-
文献标志码:
-
摘要:
结合结构力学和弹性地基梁理论,考虑锚索的弹性变形,建立了一种计算锚索抗滑桩变形及内力的新方法。在建立公式时,将抗滑桩从滑面处分为上、下两部分;对嵌固段的桩按弹性地基梁计算,滑面以上的桩用力法计算;利用滑面处的变形协调条件,建立了锚索抗滑桩的计算公式,所得公式可以方便地用于求解锚索的设计拉力、抗滑桩的内力及变形。最后,以某滑坡治理工程为例,计算了锚索拉力及抗滑桩的内力,验证了计算方法的可靠性,并与普通抗滑桩的计算结果进行了对比分析。
Abstract:
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参考文献/References:

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备注/Memo

备注/Memo:
国家自然科学基金项目(40272116);; 中国地质调查局地质大调查项目(1212010914021)
更新日期/Last Update: 2013-01-20