|本期目录/Table of Contents|

[1]何清雨,陈征宙,周心经,等.三峡库区马家屋场后坪滑坡成因及稳定性分析[J].地球科学与环境学报,2005,27(04):19-23.
　HE Qing-yu,CHEN Zheng-zhou,ZHOU Xin-jing,et al.Stability of Majiawuchang-Houping Landslide at Three Gorges Dam Area[J].Journal of Earth Sciences and Environment,2005,27(04):19-23.
点击复制

三峡库区马家屋场后坪滑坡成因及稳定性分析(PDF)
分享到：

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

卷:
第27卷
期数:
2005年第04期
页码:
19-23
栏目:
出版日期:
2005-11-15

文章信息/Info

Title:
Stability of Majiawuchang-Houping Landslide at Three Gorges Dam Area
作者:
何清雨1; 3; 陈征宙1; 周心经2; 郭峰2
1.南京大学地球科学系,南京210093;2.长江勘测规划设计研究院, 武汉430010;3.广西电力工业勘察设计研究院,南宁530023
Author(s):
HE Qing-yu1; 3 ; CHEN Zheng-zhou1; ZHOU Xin-jing2 ; GUO Feng2
1. Department of Earth Sciences, Nanjing University, Nanjing 210093, China; 2. Changjiang Institute of Survay Planning Design and Research, Wuhan 430010, China; 3. Guangxi Institute of Investigation Design of Electric Power, Nanning 530023, China
关键词:
滑坡; 成因; 稳定性; 优势面理论; 工况; 三峡库区
Keywords:
landslide;  reason;  stability;  preferred plane theory;  engineering case;  Three Gorge dam area
分类号:
TU457
DOI:
-
文献标志码:
A
摘要:
详细介绍了三峡库区马家屋场后坪滑坡体的特征,收集了大量软弱结构面资料,研究了各软 弱结构面的组合关系,运用优势面理论,合理解释了该滑坡体的成因。采用剩余推力法,对滑坡体在各 种不同工况下的稳定性作了科学分析,并对滑坡体在三峡水库蓄水以后的稳定性作了合理预测,结果表 明,滑坡体在目前状态下基本稳定,三峡水库蓄水以后,将对滑坡体稳定性产生较大影响,极有可能导致 滑坡体失稳。
Abstract:
The Majiawuchang-Houping landslide lies in Wushan county in the region of the Three Gorge dam area. The main part of new Shuanglong town is on the landslide. The characteristic of the landslide was introduced in detail. A great deal of data about weak structural plane were analyzed, the combinatorial connection of various weak structural planes were studied, and preferred plane theory was used to explain the origin of the landslide. Remained Thrust Method was used to study the stability of the landslide in diverse engineering case. Meanwhile, the stability of the landslide was forecasted after Three Gorge dam area would be inundated. The study indicated that, the landslide was steady at present, and the water of Three Gorge dam area has prodigious influence on the landslide, the landslide would lost its stability after Three Gorge dam area was inundated.

参考文献/References:

[1] 长江水利委员会第九 工程勘测 院. 巫山县 双龙镇新 址马家屋 场 后坪滑坡及赵家屋基变形体工程地质勘察报 告 :补充勘察 [R] . 武汉 :长江勘测规划设计研究院 , 2002.
[2] 罗国煜 , 李晓昭 , 阎长虹 , 等. 城市环境 岩土工程[M] . 南京 :南 京大学出版社 , 2000.
[3] 彭小云 , 高德彬 , 毕选生 ,等. 高陡边坡稳定 性的概率分析[J] . 地球科学与环境学报 , 2003 , 25 (3):67 70.
[4] GB 50021-2001. 岩土工程勘察 规范[S] . 北京 :中国建筑 工业 出版社 , 2001.
[5] 魏丽敏 , 何群. 考虑地下水影响的滑坡稳定 性分析[J] . 岩土力 学 , 2004 , 25(3):422 426.
[6] 刘传正. 区域滑坡泥 石流灾害 预警理论 与方法研 究[J] . 水文 地质工程地质 , 2004 , 32(3):1 6.
[7] 毛新虎. 某滑坡稳定 分析及处 理方案探 讨[J] . 地球科学 与环 境学报 , 2003 , 25(2):22 26.

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(04):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(04):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(04):98.
[4]刘成林,徐韵,马寅生,等.柴达木盆地北部滩间山群碳沥青地球化学特征与成因[J].地球科学与环境学报,2015,37(01):85.
　LIU Cheng-lin,XU Yun,MA Yin-sheng,et al.Geochemical Characteristics and Origin of Anthraxolite of Tanjianshan Group in the Northern of Qaidam Basin[J].Journal of Earth Sciences and Environment,2015,37(04):85.
[5]张汪明,曾溅辉,李飞,等.柴西地区古近系和新近系地层水化学特征及其成因[J].地球科学与环境学报,2016,38(04):558.
　ZHANG Wang-ming,ZENG Jian-hui,LI Fei,et al.Hydrochemistry Characteristics and Origin of Formation Water of Paleogene and Neogene in the Western Qaidam Basin[J].Journal of Earth Sciences and Environment,2016,38(04):558.
[6]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(04):277.
[7]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(04):307.
[8]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(04):409.
[9]王瑶培,王 昀,李佩环.陕西省旬阳县甘沟铅锌矿地质特征及成因[J].地球科学与环境学报,2009,31(02):153.
　WANG Yao-pei,WANG Yun,LI Pei-huan.Geologic Features and Origin of Gangou Lead-Zinc Ore, Xunyang County, Shaanxi Province[J].Journal of Earth Sciences and Environment,2009,31(04):153.
[10]杨根生,杨贵生,王刚刚,等.甘肃省金山金矿地质特征及控矿因素[J].地球科学与环境学报,2008,30(01):32.
　YANG Gen-sheng,YANG Gui-sheng,WANG Gang-g ang,et al.Geological Characteristic and Ore-Controlling Factors of Jinshan Gold Deposit , Gansu Province[J].Journal of Earth Sciences and Environment,2008,30(04):32.

备注/Memo

备注/Memo:
[收稿日期]2005-01-08
[基金项目]重庆市移民局三峡库区移民迁建工程资助项目(51200232)
[作者简介]何清雨(1976-),男,广西桂林人,硕士研究生,从事工程地质和岩土工程研究。
更新日期/Last Update: 1900-01-01