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护坡格构与坡面相互作用的研究
引用本文:吴礼舟,胡瑞林,黄润秋,熊野生,宋继红,李志清.护坡格构与坡面相互作用的研究[J].工程地质学报(英文版),2005,13(2):275-279.
作者姓名:吴礼舟  胡瑞林  黄润秋  熊野生  宋继红  李志清
作者单位:成都理工大学环工学院,成都,610059;中国科学院地质与地球物理研究所,北京,100029;中国科学院地质与地球物理研究所,北京,100029;成都理工大学环工学院,成都,610059;湖北省孝襄高速公路指挥部,随州,441300
基金项目:中国科学院知识创新工程项目;国家自然科学基金;国家重点基础研究发展计划(973计划)
摘    要:边坡防护中的锚固格构梁多采用Winkler假设计算内力,设计者通常忽略了边坡岩土体和格构之间摩擦阻力的影响。摩擦阻力对于预应力而言较小,但确实存在,在未加预应力锚固格构梁中不应忽略。本文提出了一种简单有效的计算方法,并结合工程实例,使格构梁的设计得以优化。

关 键 词:格构梁  摩擦阻力  Winkler假设  边坡
文章编号:1004-9665/2005/13(02)-0275-05
收稿时间:2004-02-27
修稿时间:2004年2月27日

FRICTIONAL RESISTANCE INFLUENCE ON INTERNAL FORCE OF FRAME BEAMS USED IN ROADCUT SLOPE
WU Lizhou,Hu Ruilin,HUANG Runqiu,XIONG Yesheng,SONG Jihong,LI Zhiqing.FRICTIONAL RESISTANCE INFLUENCE ON INTERNAL FORCE OF FRAME BEAMS USED IN ROADCUT SLOPE[J].Journal of Engineering Geology,2005,13(2):275-279.
Authors:WU Lizhou  Hu Ruilin  HUANG Runqiu  XIONG Yesheng  SONG Jihong  LI Zhiqing
Institution:1.Environment and Engineering College, Chengdu University of Technology, Chengdu 610059;2.Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029;3.Headquarters of Xiaoxiang Freeway, Suizhou 441300
Abstract:Frame beams in slope protection are often analyzed for internal forces using the Winkler model. Designers usually overlook the frictional force between the frame beam and the slope. Even though the frictional resistance is much smaller than the pre-stress of an anchor bolt, it does exist. Therefore, it should not be ignored in a non-pre-stressed anchor bolt frame. This paper introduces a simple and effective method for calculating internal force with a case study. The results show that this method can help optimize design of the frame beam.
Keywords:Frame beam  Frictional resistance  Winkler supposition  Slope
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