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土质边坡加固中预应力锚索框架内力分布的试验研究
引用本文:朱宝龙,杨明,胡厚田,陈强.土质边坡加固中预应力锚索框架内力分布的试验研究[J].岩石力学与工程学报,2005,24(4):697-702.
作者姓名:朱宝龙  杨明  胡厚田  陈强
作者单位:1. 西南交通大学,土木工程学院,四川,成都,610031
2. University of Illinois at Chicago Chicago 60607,美国
基金项目:国家自然科学基金资助项目(50278081)
摘    要:利用现场试验方法,研究了土质边坡加固中预应力锚索框架的内力分布规律,以指导锚索框架工程的设计;得出了同一等级锚固力作用下框架的内力分布规律与不同等级锚固力作用下框架的内力变化特征,以及锚索力在框架纵横梁之间的分配特点;同时验证了锚索框架内力的Winkler弹性地基梁计算模式。

关 键 词:岩土力学  预应力锚索框架  内力  现场试验  土质边坡
文章编号:1000-6915(2005)04-0697-06
收稿时间:2003-9-2
修稿时间:2003-11-7

TESTING STUDY ON INTERNAL FORCES FOR PRESTRESSED ANCHOR CABLE FRAME IN REINFORCED SOIL SLOPEZHU
ZHU Bao-long,YANG Ming,HU Hou-tian,CHEN Qiang.TESTING STUDY ON INTERNAL FORCES FOR PRESTRESSED ANCHOR CABLE FRAME IN REINFORCED SOIL SLOPEZHU[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(4):697-702.
Authors:ZHU Bao-long  YANG Ming  HU Hou-tian  CHEN Qiang
Affiliation:ZHU Bao-long1,YANG Ming2,HU Hou-tian1,CHEN Qiang1
Abstract:Based on the field test,the distribution law of internal forces of prestressed anchor cable frame used in soil slope is studied. The law of internal forces under the same grade of anchor forces,the change of internal forces under the various grades of anchor forces,and the distribution of anchor forces in horizontal beams and vertical beams of frame,are proposed. The results show that the maximum positive moment appears at anchoring spot,and the minimum negative moment appears at the middle of the beam. In addition,due to the increase of anchor forces,the moment is linearly increasing. The calculation of internal forces for prestressed anchor cable frame is validated.
Keywords:rock and soil mechanics  prestressed anchor cable frame  internal force  field test  soil slope
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