|本期目录/Table of Contents|

[1]罗丽娟,赵法锁,王爱忠.某变质岩滑坡及支护结构变形破坏特征[J].地球科学与环境学报,2008,30(02):177-182.
　LUO Li-juan,ZHAO Fa-suo,WANG Ai-zhong.Deformation Character of Landslide and Its Supporting Structure in Area of Metamorphic Rocks[J].Journal of Earth Sciences and Environment,2008,30(02):177-182.
点击复制

某变质岩滑坡及支护结构变形破坏特征(PDF)
分享到：

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第30卷
期数:
2008年第02期
页码:
177-182
栏目:
水资源与地质工程
出版日期:
2008-06-20

文章信息/Info

Title:
Deformation Character of Landslide and Its Supporting Structure in Area of Metamorphic Rocks
作者:
罗丽娟1; 赵法锁2; 王爱忠3
1.长安大学建筑工程学院,陕西西安710061;2.长安大学地质工程与测绘学院, 陕西西安710054;3.浙江中成建工集团有限公司,浙江绍兴312085
Author(s):
LUO Li-juan1; ZHAO Fa-suo2; WANG Ai-zhong 3
1. School o f Civil Engineering, Changan University, Xian 710061, Shannxi, China; 2. School o fGeological Engineering and Surveying, Changan University, Xian 710054, Shannxi, China; 3. Zhejiang Zhongcheng Construction Holding Group, Shaoxing 312085, Zhejiang, China)
关键词:
滑坡; 支护结构; 破坏特征; 变质岩
Keywords:
landslide;  supporting structure;  deformation character;  metamorphic rock
分类号:
P642.22
DOI:
-
文献标志码:
A
摘要:
根据秦巴山区某变质岩边坡的工程地质条件以及边坡与其支护结构体系的变形破坏基本特征等,对边坡 的变形破坏机制、滑坡成因作了分析,并证明了该滑坡为变质岩区较典型的双滑面推移式滑坡。通过室内试验 分析确定了滑带土的物理力学参数,对该滑坡进行了稳定性评价,根据边坡支护结构体系的变形破坏特征,分析 了滑坡支护结构体系选型时应注意支护结构在平面和空间上的合理布置,使结构受力趋于合理。
Abstract:
According to the engineering geological condition of a slope of metamorphic rocks in Qinba Mountain area and the deformation and failure character of the slope and its supporting structure, the deformation and failure mechanism and origin of landslide are analyzed. It is proved that the landslide slided alone two interlaminateal surfaces. The physical and mechanic parameters of slide surface are determined and the stability analysis of landslide is carried out. Based on the deformation and failure character of supporting structure, the supporting structures should be designed reasonably in space.

参考文献/References:

[1] 张倬元 , 王士天 , 王兰生 .工程地质分 析原理[M] .北京 :地质 出版社 , 1994 .
[2] 任光明 , 李树森 , 聂德新 , 等 .顺层坡滑 坡形成机 制的物 理模 拟及力学分析[J] .山地研究 , 1998 , 16(3):182-187 .
[3] 任伟中 , 范建海 , 方晓睿 , 等 .某滑坡的 力学机理 分析与 综合 整治研究[J] .岩土力学 , 2003 , 24(3):431-434 .
[4] 范 文 , 俞茂宏 , 李同录 , 等 .层状岩体 边坡变形 破坏模 式及 滑坡稳定性数值分析[J] .岩石力学与工程学报 , 2000 , 19(增 刊):983-986 .
[5] 赵法锁 , 王启耀 , 罗丽娟 , 等 .平面旋转 坡体稳定 性的悬 臂梁 法[J] .岩土工程学报 , 2000 , 22(4):493-495 .
[6] 长安大学工程设计研究院 .旬阳县水磨湾边坡岩 土工程勘察 报告[R] .西安 :长安大学工程设计研究院 , 2005 .
[7] 李同录 , 王艳霞 , 邓宏科 .一种改进的三维边坡稳 定性分析方 法[J] .岩土工程学报 , 2003 , 25(5):611-614 .
[8] 查 俊 , 阎长虹 , 许宝田 , 等 .岩坡稳 定性优 势面分 析法[J] . 地球科学与环境学报 , 2005 , 27(3):38-43 .

相似文献/References:

[1]谢和平,邓建辉,李碧雄.四川芦山地震灾害调查与灾后重建的相关问题分析[J].地球科学与环境学报,2013,35(02):1.
　XIE He-ping,DENG Jian-hui,LI Bi-xiong.Investigation of Lushan Earthquake Disasters and Analysis of Related Problems During Post-quake Reconstruction in Sichuan[J].Journal of Earth Sciences and Environment,2013,35(02):1.
[2]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.
　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(02):90.
[3]马超,胡凯衡,宋国虎,等.汶川地震灾区帽壳子滑坡形成泥石流的过程和特征[J].地球科学与环境学报,2013,35(04):98.
　MA Chao,HU Kai-heng,SONG Guo-hu,et al.Processes and Characteristics of Debris Flows Induced by Maoqiaozi Landslide in Wenchuan Earthquake Stricken Area[J].Journal of Earth Sciences and Environment,2013,35(02):98.
[4]苏生瑞,张永双,李松,等.汶川地震引发高速远程滑坡运动机理数值模拟研究——以谢家店子滑坡为例[J].地球科学与环境学报,2010,32(03):277.
　SU Sheng-rui,ZHANG Yong-shuang,LI Song,et al.Numerical Analysis on Motion Mechanism of Highspeed and Long Runout Landslide by Wenchuan Earthquake——Taking Xiejiadianzi Landslide as an Example[J].Journal of Earth Sciences and Environment,2010,32(02):277.
[5]邵勇,覃仁辉.预应力锚索框架梁边坡支护数值模拟[J].地球科学与环境学报,2010,32(03):307.
　SHAO Yong,QIN Ren-hui.Numerical Simulation of Slope Supporting for Prestressed Anchor with Frame Beam[J].Journal of Earth Sciences and Environment,2010,32(02):307.
[6]楚敬龙,王金生,滕彦国,等.基于GIS的滑坡灾害危险性区划研究——以重庆市万州区为例[J].地球科学与环境学报,2010,32(04):409.
　CHU Jing-long,WANG Jin-sheng,TENG Yan-guo,et al.Study on Landslide Hazard Zonation Based on GIS——Taking Wanzhou District of Chongqing City as an Example[J].Journal of Earth Sciences and Environment,2010,32(02):409.
[7]贺汇文,龙建辉,苏生瑞,等.某高速公路滑坡的数值模拟 及后缘坡体稳定性分析[J].地球科学与环境学报,2008,30(02):183.
　HE Hui-wen,LONG Jian-hui,SU Sheng-rui,et al.Numerical Simulation of Expressway Landslide and Its Rear Edge Stability[J].Journal of Earth Sciences and Environment,2008,30(02):183.
[8]张常亮,李同录,胡仁众.滑坡滑动面抗剪强度指标的敏感性分析[J].地球科学与环境学报,2007,29(02):188.
　ZHANG Chang-liang,LI Tong-lu,H U Ren-zhong.Sensibility Analysis of Shearing Strength Parameters of Sliding Surface of Landslide[J].Journal of Earth Sciences and Environment,2007,29(02):188.
[9]龙建辉,李同录,蒋丽君.滑坡监测远程无线数据传输系统研制[J].地球科学与环境学报,2007,29(02):192.
　LONG Jian-hui,LI Tong-lu,JIANG Li-jun.Developing of Long-Distance Wireless Datum Transfer System for Landslide Monitoring[J].Journal of Earth Sciences and Environment,2007,29(02):192.
[10]李雪平,唐辉明,周顺平.区域滑坡因子敏感性的Logistic回归分析[J].地球科学与环境学报,2005,27(04):14.
　LI Xue-ping,TANG Hui-ming,ZHOU Shun-ping.Logistic Regression Analysis on Sensitivity of Regional Landslide Factors[J].Journal of Earth Sciences and Environment,2005,27(02):14.

备注/Memo

备注/Memo:
收稿日期:2007-08-20
作者简介:罗丽娟(1973-),女,山西平遥人,讲师,博士研究生,从事地下结构设计理论与岩土工程研究。E-mail:luojuan@chd.edu.cn.
更新日期/Last Update: 2008-06-20