[1]钟 瑶. 库水位下降速率对上孝仁村滑坡的稳定性影响[J].湖北工业大学学报,2022,(1):86-90+114.
　ZHONG Yao. Analysis on the Influence of the Declining Rate of Reservoir Water Level on the Stability of Shangxiaoren Village Landslide[J].,2022,(1):86-90+114.
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 库水位下降速率对上孝仁村滑坡的稳定性影响()
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《湖北工业大学学报》[ISSN:1003-4684/CN:42-1752/Z]

卷:
期数:
2022年第1期
页码:
86-90+114
栏目:
湖北工业大学学报
出版日期:
2022-02-28

文章信息/Info

Title:
 Analysis on the Influence of the Declining Rate of Reservoir Water Level on the Stability of Shangxiaoren Village Landslide
文章编号:
1003-4684(2022)01-0086-05
作者:
 钟 瑶
 湖北工业大学土木建筑与环境学院， 湖北 武汉 430068
Author(s):
 ZHONG Yao
 School of Civil Engin.,Architecture and Environment,Hubei Univ. of Tech., Wuhan 430068,China
关键词:
 ; 滑坡;  库水位下降速率;  稳定性系数;  降雨
Keywords:
 ; landslide;  decline rate of reservoir water level;  stability factor;  rainfall
分类号:
TU43
文献标志码:
A
摘要:
 为探寻三峡坝址水库蓄水水位在日降幅（0.6 m/d、0.8 m/d、1.0 m/d、1.2 m/d）的情况下对上孝仁滑坡稳定性的影响。通过监测数据及Geo-Studio数值分析软件模拟出不同工况条件下的滑坡渗流场，在此基础上计算获得了不同工况条件下的滑坡稳定系数。得出的结论表明：上孝仁村滑坡现阶段正处于基本稳定状态，滑坡的稳定性系数随着水库蓄水水位减小而降低，当水库蓄水水位下降到145 m时，滑坡稳定性数值最小。水库蓄水水位下降速率越大，滑坡稳定性数值下降越大。在排除降雨条件的情况下，稳定性系数的下降幅度会随着下降速率的增加而升高。
Abstract:
 In order to explore the impact of the reservoir water level of the Three Gorges dam site on the stability of the Shangxiaoren landslide under the condition of daily drop (0.6m/d, 0.8m/d, 1.0 m/d, 1.2 m/d), through the monitoring data and GeoStudio numerical analysis software, the seepage field of the landslide under different working conditions is simulated. On this basis, the landslide stability coefficient under different working conditions is calculated. The conclusions drawn show that the Shangxiaoren Village landslide is in a basically stable state at this stage. The stability coefficient of the landslide decreases as the reservoir water level decreases. When the reservoir water level drops to 145m, the landslide stability value is the smallest. The greater the drop rate of the storage water level of the reservoir, the greater the drop in the stability of the landslide. While overcoming the rainfall conditions, the decrease of the stability coefficient will increase with the increase of the decrease rate.

参考文献/References:

[1] 刘庆丽,殷坤龙,刘磊.三舟溪滑坡在非汛期增加库水位下降速率对其稳定性的影响[J].安全与环境工程,2016,23(2):102-109.
[2] 陆世轩,肖诗荣,周俊,等.库水升降速率对老蛇窝滑坡稳定性影响分析[J].人民长江,2017,48(8):38-43.
[3] 李壮壮,张勇,程英建.库水位骤降条件下滑坡稳定性分析[J].桂林理工大学学报,2017,37(3):489-494.
[4] GUO M,GE X.Slope stability analysis under seismic load by vector sum analysis method[J].Journal of Rock Mechanics and Geotechnical Engineering,2011,3(3):282-288.
[5] 郑颖人,时卫民,孔位学.库水位下降时渗透力及地下水浸润线的计算[J].岩石力学与工程学报,2004(18):3203-3210.
[6] 卢书强,易庆林,易武,等.库水下降作用下滑坡动态变形机理分析——以三峡库区白水河滑坡为例[J].工程地质学报,2014,22(5):869-875.
[7] 廖红建,高石夯,盛谦,等.渗透系数与库水位变化对边坡稳定性的影响[J].西安交通大学学报,2006(1):88-92.
[8] 涂国祥,邓辉,黄润秋.水位变动速度对某库区岸坡堆积体稳定性的影响[J].四川大学学报(工程科学版),2011,43(4):63-70.
[9] 仉文岗,王尉,高学成.库区水位下降对库岸边坡稳定性的影响[J].武汉大学学报(工学版),2019,52(1):21-26.
[10] YINGFA LU. Deformation and failure mechanism of slope in three dimensions[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2015, 7(2):109-119.
[11] 李全文,常金源,徐文刚,等.Geostudio软件模拟降雨入渗过程中边界条件的探讨[J].水利规划与设计,2019(2):54-57+87.
[12] 黄新智,刘俊俊.基于SEEP/W的降雨条件下黄土边坡稳定性分析[J].铁道勘察,2015,41(5):41-44.
[13] 王力. 库水联合降雨作用下三峡库区树坪滑坡复活机理研究及预测评价[D].宜昌：三峡大学,2014.
[14] 曹启增. 基于Geo-studio的降雨条件下隧道弃渣场边坡稳定性分析[D].西安：长安大学,2019.
[15] 银晓鹏. 降雨条件下的边坡渗流数值模拟及稳定性分析[D].兰州：兰州理工大学,2008.
[16] PALAZZOLO NUNZIARITA,PERES DAVID J,BORDONI MASSIMILIANO,et al. Improving spatial landslide prediction with 3D slope stability analysis and genetic algorithm optimiza tion: application to the oltrepò pavese[J]. Water,2021,13(6).
[17] ZHANG YU,YANG LIXIA,HAN BINGBING,et al.Impact of the rainfall intensity and seepage on slope stability in loess plateau[J].Earthquake Research in China,2020,34(4):560-579.
[18] LIU ZI-ZHEN,YAN ZHI-XIN,QIU ZHAN-HONG,et al.Stability analysis of an unsaturated soil slope considering rainfall infiltration based on the Green-Ampt model[J].Journal of Mountain Science,2020,17(10):2577-2590.
[19] DONG-MEI SUN,XIAO-MIN LI,PING FENG,et al.Stability analysis of unsaturated soil slope during rainfall infiltration using coupled liquid-gas-solid three-phase model[J].Water Science and Engineering,2016,9(03):183-194.
[20] MOSSA ABDULRAHMAN SULTAN. Slope stability and the rainfall effect analysis by using 2D physical and numerical method[D]. 绍兴： 绍兴文理学院, 2020.

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备注/Memo

备注/Memo:
［收稿日期］ 2021-03-23
［基金项目］ 国家自然科学基金面上项目（42071264）； 三峡后续工作地质灾害防治项目（0001212015CC60005）
［第一作者］ 钟 瑶（1997-），男，湖北孝感人，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: 2022-02-28