[1]谢 鹏,陈 昊,朱 蕾,等. 降雨和库水位耦合作用下滑坡的模型试验研究[J].湖北工业大学学报,2021,(2):66-69+120.
 XIE Peng,CHEN Hao,ZHU Lei,et al. A Study on Model Test of Landslide Based on Coupling Effect of Rainfall and Reservoir Water Level[J].,2021,(2):66-69+120.
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 降雨和库水位耦合作用下滑坡的模型试验研究()
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《湖北工业大学学报》[ISSN:1003-4684/CN:42-1752/Z]

卷:
期数:
2021年第2期
页码:
66-69+120
栏目:
湖北工业大学学报
出版日期:
2021-04-22

文章信息/Info

Title:
 A Study on Model Test of Landslide Based on Coupling Effect of Rainfall and Reservoir Water Level
文章编号:
1003-4684(2021)02-0066-04
作者:
 谢 鹏 陈 昊 朱 蕾 卿 菁
 湖北工业大学土木建筑与环境学院, 湖北 武汉 430068
Author(s):
 XIE PengCHEN HaoZHU LeiQING Jing
 School of Civil Engin.,Architecture and Environment,Hubei Univ.of Tech.,Wuhan 430068,China
关键词:
 滑坡 降雨 库水位上升 耦合作用 模型试验
Keywords:
 landslide rainfall reservoir level coupling action model test
分类号:
TU43
文献标志码:
A
摘要:
 降雨和库水位上升是滑坡失稳的重要因素之一,为探究滑坡变形过程和失稳条件,选取千将坪滑坡为实体对象,制作相似比为1:190的物理模型,在降雨和库水位耦合作用下,通过不同模型倾角角度并辅以监测手段进行试验研究。试验结果表明:滑面倾角越大,在同样诱发因素下越容易失稳;在降雨和库水位耦合作用下,位移基本存在于滑坡前缘,滑坡后缘波动较弱,表现出牵引式滑坡特征;滑坡土压力与位移变化存在一定的对应关系,土压力随着滑坡的缓慢变形逐渐增加,滑坡破坏前瞬间土压力急剧增大达到峰值,破坏失稳时土压力急剧减小,呈现出应力重分布现象。
Abstract:
 In order to study the deformation process and instability conditions of the landslide, the Qianjiangping landslide was selected as the entity object. The physical model with the similarity ratio of 1:190 was made. Under the coupling effect of rainfall and reservoir water level, the experimental study was carried out by means of different model obliquities and subsidiary monitoring. The results show that the larger the obliquity of the sliding surface, the more likely it is to lose stability under the same inducing factors; the displacement basically exists in the front of the landslide, and the fluctuation of the back edge of the landslide is weaker under the coupling effect of rainfall and reservoir water level, which shows the characteristics of traction landslide. There is a certain relationship between the earth pressure and the displacement of the landslide. The earth pressure increases gradually with the slow deformation of the landslide. The earth pressure increases sharply before the landslide is destroyed and reaches the peak, and the earth pressure decreases sharply when the landslide is destroyed. There is a redistribution of stress.

参考文献/References:

[1] 王征亮. 三峡库区长寿区库岸塌岸预测的可拓学研究[D].吉林:吉林大学,2005.
[2] 王殿春.广东清远抽水蓄能电站工程区边坡地质灾害危险性分析及评估[J].资源环境与工程,2008(S1):141-145.
[3] Shuren Wu,Ling Shi,Reijiang Wang,et al. Zonation of the landslide hazards in the forereservoir region of the Three Gorges Project on the Yangtze River[J]. Engineering Geology,2001,59(1-2).
[4] 王剑,沈振中,聂琴.降雨入渗非饱和渗流对水库边坡稳定的影响[J].贵州水力发电,2006(6):32-34.
[5] 王冬青,周启友,陈剑杰,等.降雨和库水位影响下水库边坡变形的RBF神经网络预测[J].西部探矿工程,2013,25(4):19-22.
[6] 王冬冬. 花岗岩残积土渗流剪切试验及降雨与水位变化对水库边坡稳定性影响研究[D].厦门:厦门大学,2019.

[7] 王乐,田东方.边坡渗流与坡面径流联合求解三维有限元模型[J].人民珠江,2019,40(5):24-29.
[8] 姚海林,郑少河,李文斌,等.降雨入渗对非饱和膨胀土边坡稳定性影响的参数研究[J].岩石力学与工程学报,2002(7):1034-1039.
[9] 戚国庆,黄润秋,速宝玉,等.岩质边坡降雨入渗过程的数值模拟[J].岩石力学与工程学报,2003(4):625-629.
[10] 张家发.三维饱和非饱和稳定非稳定渗流场的有限元模拟[J].长江科学院院报,1997(3):36-39.
[11] 高小育,廖红建,丁春华.渗流对土质边坡稳定性的影响[J].岩土力学,2004(1):69-72.
[12] 张珏. 基于DDA方法的岩体裂隙渗流模拟研究[D].成都:西南交通大学,2017.
[13] 李志环.基于DDA分析的白石水库库岸硬岩边坡倾倒变形研究[J].水利科学与寒区工程,2020,3(01):76-78.
[14] 薛阳,吴益平,苗发盛,等.库水升降条件下考虑饱和渗透系数空间变异性的白水河滑坡渗流变形分析[J].岩土力学,2020,41(5):1709-1720.
[15] 陈祖煜,弥宏亮,汪小刚.边坡稳定三维分析的极限平衡方法[J].岩土工程学报,2001(5):525-529.
[16] 冯树仁,丰定祥,葛修润,等.边坡稳定性的三维极限平衡分析方法及应用[J].岩土工程学报,1999(6):657-661.
[17] 曾亚武,田伟明.边坡稳定性分析的有限元法与极限平衡法的结合[J].岩石力学与工程学报,2005(S2):5355-5359.
[18] 雷远见,王水林.基于离散元的强度折减法分析岩质边坡稳定性[J].岩土力学,2006(10):1693-1698.
[19] 贺续文,刘忠,廖彪,等.基于离散元法的节理岩体边坡稳定性分析[J].岩土力学,2011,32(7):2199-2204.
[20] 江强强,焦玉勇,宋亮,等.降雨和库水位联合作用下库岸滑坡模型试验研究[J].岩土力学,2019,40(11):4361-4370.
[21] 詹志发,贺建先,郑博文,等.边坡模型相似材料配比试验研究[J].地球物理学进展,2019,34(3):1236-1243.
[22] 王一冰,朱宝强,周成,等.坡面降雨和坡脚浸泡对土坡影响的模型试验研究[J].水利与建筑工程学报,2020,18(2):21-26+32.
[23] 赵家成,吴剑,晏华斌.白家包滑坡变形机制的模型试验研究[J].水电能源科学,2012,30(4):70-72+82.
[24] 李旭. 三峡库区四方碑滑坡预报判据研究[D].成都:成都理工大学,2010.
[25] 吴剑,张振华,王幸林,等.边坡物理模型倾斜加载方式的研究[J].岩土力学,2012,33(3):713-718.

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备注/Memo

备注/Memo:
 [收稿日期] 2020-07-30
[基金项目] 国家自然科学基金面上项目(41372363);三峡后续工作地质灾害防治项目(0001212015CC0005)
[第一作者] 谢 鹏(1995-), 男, 湖北荆州人,湖北工业大学硕士研究生,研究方向为岩土力学的理论
更新日期/Last Update: 2021-04-23