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枣林滑坡的滑面强度确定及加固处理
引用本文:蒋斌松, 赵锦桥, 孙志刚, 郭宗林, 任晓刚. 2004: 枣林滑坡的滑面强度确定及加固处理. 工程地质学报, 12(4): 417-421.
作者姓名:蒋斌松 赵锦桥 孙志刚 郭宗林 任晓刚
作者单位:1.山东科技大学,泰安271019;;2.济南市公路管理局,济南250000
摘    要:概述了枣林滑坡的工程地质情况 ;通过室内试验、专家经验和基于稳定性分析的反演计算 ,确定了滑坡体的滑动面强度参数 ;给出了该滑坡体的加固处理方案 ,并详细论述了预应力锚索抗滑桩的设计方法及施工工艺。监测结果表明了滑坡体加固处理方案的成功

关 键 词:滑坡  边坡稳定性  预应力锚索  抗滑桩
文章编号:1004-9665/2004/12(04)-0417-05
收稿时间:2003-12-02
修稿时间:2003-12-02

SHEAR STRENGTH OF THE SLIDING PLANE AT ZAOLIN LANDSLIDE AND ITS REINFORCEMENT
JIANG Binsong, ZHAO Jinqiao, SUN Zhigang, GUO Zonglin, REN Xiaogang. 2004: SHEAR STRENGTH OF THE SLIDING PLANE AT ZAOLIN LANDSLIDE AND ITS REINFORCEMENT. JOURNAL OF ENGINEERING GEOLOGY, 12(4): 417-421.
Authors:JIANG Binsong  ZHAO Jinqiao  SUN Zhigang  GUO Zonglin  REN Xiaogang
Affiliation:1.Shandong University of Science and Technology, Taian 271019;;2.Highway Administration Bureau of Jinan City, Jinan 250000
Abstract:In this paper the authors first describe geologic conditions of Zaolin landslide. The shear strength of the sliding plane at Zaolin Landslide is then obtained based on laboratory tests, expert experiences and back analysis of the stability of the landslide. A reinforcement plan using anti-slide piles with pre-stressed anchor wires is suggested. Its design method and construction techniques are discussed in detail. Subsequent monitoring data confirmed the success of the suggested reinforcement plan.
Keywords:Landslide  Slope stability  Pre-stressed anchor wire  Anti-slide pile
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