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锦屏水电站专用公路滑坡微型钢管桩的内力计算
引用本文:徐勋,吴涛,刘亚.锦屏水电站专用公路滑坡微型钢管桩的内力计算[J].云南水力发电,2011,27(5):36-40.
作者姓名:徐勋  吴涛  刘亚
作者单位:1. 成都理工大学,四川成都,610059
2. 中国建筑西南勘察设计研究院有限公司,四川成都,610081
摘    要:利用横向约束的弹性地基梁理论,结合锦屏水电站对外专用公路滑坡工程,采用反算法,计算微型桩群所能提供的具体内力,从而得到抗滑推力的具体值。该滑坡采用微型钢管桩和预应力锚索联合加固模式达到了预期的效果。

关 键 词:锦屏水电站  微型钢管群桩  弹性地基梁  应急加固  反算法

The Internal Force Calculation of A Special Road Landslide Micro-Steel Pipe Pile for Construction of Jinping Hydropower Project
XU Xun,WU Tao,LIU Ya.The Internal Force Calculation of A Special Road Landslide Micro-Steel Pipe Pile for Construction of Jinping Hydropower Project[J].Yunnan Water Power,2011,27(5):36-40.
Authors:XU Xun  WU Tao  LIU Ya
Affiliation:XU Xun1,WU Tao2,LIU Ya2(1.Chengdu University of Science and Technology,Chengdu 610059,Sichuan,China,2.China Architecture Southwestern Survey Design and Research Institute Co.,Ltd.Chengdu 610081,China)
Abstract:The practical internal force that a group of micro-piles could provide was calculated and the exact value of thrust against sliding was obtained using the anti-inference method according to the special access road landslide treatment works for construction of Jinping Hydropower Project by applying the theory of lateral compressive beam on elastic foundation.The joint reinforcement of the landslide by micro-steel pipe piles and pre-stressed anchorage cables has achieved desirable results.
Keywords:Jinping Hydropower Plant  groups of micro-steel pipe piles  beam on elastic foundation  emergency reinforcement  anti-inference method  
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