[1]卿 菁,朱 蕾,陈 昊,等. 库水位波动与降雨作用下的滑坡流固耦合分析[J].湖北工业大学学报,2021,(4):52-56+84.
　QING Jing,ZHU Lei,CHEN Hao,et al. Fluid-solid Coupling Analysis of Landslide under Fluctuation of Reservoir Water Level and Rainfall[J].,2021,(4):52-56+84.
点击复制

 库水位波动与降雨作用下的滑坡流固耦合分析()
分享到：

《湖北工业大学学报》[ISSN:1003-4684/CN:42-1752/Z]

卷:
期数:
2021年第4期
页码:
52-56+84
栏目:
湖北工业大学学报
出版日期:
2021-08-26

文章信息/Info

Title:
 Fluid-solid Coupling Analysis of Landslide under Fluctuation of Reservoir Water Level and Rainfall
文章编号:
1003-4684(2021)04-0052-05
作者:
 卿 菁;  朱 蕾;  陈 昊;  谢 鹏
 湖北工业大学土木建筑与环境学院， 湖北 武汉 430068
Author(s):
 QING Jing; ZHU Lei; CHEN Hao; XIE Peng
 School of Civil Engin., Architecture and Environment, Hubei Univ.of Tech.,Wuhan 430068, China)
关键词:
 ; 滑坡;  稳定性;  降雨;  库水位;  流固耦合
Keywords:
 ; landslide;  stability;  rainfall;  reservoir water level;  fluid solid coupling
分类号:
TU43
文献标志码:
A
摘要:
 库区水位周期性涨落将改变两岸土体地质条件，在联合降雨组合作用下，容易诱发滑体变形，极大程度地影响了滑坡的稳定性。以三峡库区卢家沱滑坡为例，针对滑体剖面二维模型，采用Geo-Studio软件模拟了不同库水位与降雨组合的滑坡稳定性分布情况；同时根据有限元软件Abaqus建立三维模型进行流固耦合作用分析。结果表明：在水库水位下降及降雨条件联合作用下，遭遇最不利工况时，滑坡将加剧变形，整体位移加大，存在局部失稳的可能，但由于滑坡前缘土体为中[CD*2/3]强透水，利于地下水渗出，滑坡整体位移变化较小，未观察到塑性贯通区，可以确定卢家沱滑坡在不同工况条件下仍处于基本稳定状态。
Abstract:
 The periodic fluctuation of water level in the reservoir area will change the geological conditions of the soil on both sides of the bank. Under the combined action of rainfall, it is easy to induce the deformation of sliding mass and greatly affect the stability of landslide. In this paper, taking Lujiatuo landslide in the Three Gorges Reservoir Area as an example, according to the two-dimensional models of landslide profile, geo Studio software is used to simulate the landslide stability distribution of different combinations of reservoir water level and rainfall; at the same time, a three-dimensional model is established according to the finite element software ABAQUS to analyze the fluid solid interaction. The results show that: under the combined action of reservoir water level drop and rainfall conditions, the landslide will aggravate the deformation, and increase the overall displacement. There is the possibility of local instability when encountering the most unfavorable working conditions. However, because the soil mass at the front edge of the landslide is medium strong permeable, which is conducive to groundwater seepage, the overall displacement of the landslide changes little, and no plastic through zone is observed. It is still in a stable state.

参考文献/References:

[1] 刘新喜,夏元友,张显书,等.库水位下降对滑坡稳定性的影响[J].岩石力学与工程学报, 2005(8): 1439-1444.
[2] 刘才华,陈从新,冯夏庭,等.地下水对库岸边坡稳定性的影响[J].岩土力学,2005(3):419-422.
[3] COE J A, ELLIS W L,GODT J W,et al. Seasonal movement of the slumgullion landslide determined from global positioning system surveys and field instrumentation, July 1998–March 2002[J]. Engineering Geology,2003,68(1)：67-101.
[4] 刘新喜,夏元友,练操,等.库水位骤降时的滑坡稳定性评价方法研究[J].岩土力学,2005(9): 1427-1431+1436.
[5] 舒中潘,黄小东,李大鑫,等.川东地下水浅埋红层堆积层滑坡蠕变及治理研究[J].路基工程, 2020 (1):174-177+183.
[6] 熊珅,易武,王力,等.三峡库区八字门滑坡变形破坏机理分析[J].中国地质灾害与防治学报, 2019,30(5):9-18.
[7] 张明,胡瑞林,殷跃平,等.川东缓倾红层中降雨诱发型滑坡机制研究[J].岩石力学与工程学报,2014,33(S2):3783-3790.
[8] RUBIN J.Theoretical analysis of two-dimensional, transient flow of water in unsaturated and partly unsaturated soils1[J]. Soil ence Society of America Journal, 1968, 32(5):607-615.
[9] 王恭先.长江三峡库岸滑坡的主要类型及其稳定性[J].路基工程,1987(2):69-72+94.
[10] 王思敬,马凤山,杜永廉.水库地区的水岩作用及其地质环境影响[J].工程地质学报,1996(3):1-9.
[11] 张桂荣,程伟.降雨及库水位联合作用下秭归八字门滑坡稳定性预测[J].岩土力学,2011,32(S1):476-482.
[12] 王媛.多孔介质渗流与应力的耦合计算方法[J].工程勘查,1995(2):33-37.
[13] 陈庆中,冯星梅.应力场,渗流场和流场耦合系统定边值定初值问题的变分原理[J].岩石力学与工程学报, 1999,18(5):550-553.
[14] 刘建军,耿万东.地下水渗流的流固耦合理论及数值方法[J].勘察科学技术, 2000(4):7-10.

相似文献/References:

[1]刘珉玮,夏承志,卢应发.边坡渐进破坏不平衡推力法在滑坡治理中的应用[J].湖北工业大学学报,2019,34(4):90.
　LIU Minwei,XIA Chengzhi,LU Yingfa.Application of Unbalanced Thrust Method for Slope Progressive Failure in Landslide Control[J].,2019,34(4):90.
[2]熊韧,曹海印,王焱清,等.非牛顿润滑静压轴承的节流器流量方程修正[J].湖北工业大学学报,2019,34(5):6.
　XIONG Ren,CAO Haiyin,WANG Yanqing,et al.Modified restrictor flow equations of hydrostatic bearings ubricated by non-Newtonian fluids[J].,2019,34(4):6.
[3]夏承志,刘珉玮,邹先进.蓄水作用下的滑坡破坏机理研究[J].湖北工业大学学报,2019,34(5):88.
　XIA Chengzhi,LIU Minwei,ZOU Xianjin.Study on Failure Mechanism of Landslide under Water Storage[J].,2019,34(4):88.
[4]王照远,曹 民,王 毅,等. 场景与数据双驱动的隧道图像拼接方法[J].湖北工业大学学报,2020,(4):11.
　WANG Zhaoyuan,CAO Min,WANG Yi,et al. Tunnel Image Stitching Method based on Scene and Data[J].,2020,(4):11.
[5]潘 健,梁佳成,陈凤娇,等. 单电流闭环多重PR控制的LCL型逆变器[J].湖北工业大学学报,2020,(4):16.
　PAN Jian,LIANG Jiacheng,CHEN Fengjiao,et al. Design of LCL Grid Connected Inverter based on Single Closed Loop Control and Multiple PR Controllers[J].,2020,(4):16.
[6]王晓光,赵 萌,文益雪,等. 定子闭口槽结构对永磁电机齿槽转矩影响分析[J].湖北工业大学学报,2020,(4):25.
　WANG Xiaoguang,ZHAO Meng,WEN Yixue,et al. Study on Cogging Torque and Vibration Noise of Permanent Magnet Motor with Segmental Stator and Closed-Slot[J].,2020,(4):25.
[7]宇 卫,凃玲英,陈 健. 风电场集中接入对集电线电流保护的影响[J].湖北工业大学学报,2020,(4):29.
　YU Wei,TU Lingying,CHEN Jian. Effect of the Collective Line Current Protection when Wind Farms are Centralized Accessed to the Power System[J].,2020,(4):29.
[8]廖政斌,王泽飞,祝 珊. 二惯量系统谐振在线抑制及相位补偿[J].湖北工业大学学报,2020,(4):34.
　LIAO Zhengbin,WANG Zefei,ZHU Shan. Online Resonance Suppression and Phase Compensation for Double Inertia System[J].,2020,(4):34.
[9]王 欣,游 颖,姜天翔,等. 面向3D打印过程的产品工艺设计和优化[J].湖北工业大学学报,2020,(4):39.
　WANG Xin,YOU Ying,JIANG Tianxiang,et al. Product Process Design and Optimization for 3D Printing Processes[J].,2020,(4):39.
[10]冉晶晶,文 红,罗雅梅,等. 全自动样品前处理平台及其控制系统[J].湖北工业大学学报,2020,(4):43.
　RAN Jingjing,WEN Hong,LUO Yamei,et al. Research on Automatic Sample Preprocessing Platform and its Control System[J].,2020,(4):43.
[11]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.
　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,(4):66.
[12]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.
　ZHONG Yao. Analysis on the Influence of the Declining Rate of Reservoir Water Level on the Stability of Shangxiaoren Village Landslide[J].,2022,(4):86.
[13]李婉迪. 三峡库区雪花坪滑坡变形破坏分析及演化规律研究[J].湖北工业大学学报,2022,(2):81.
　LI Wandi. Study on Deformation Failure Analysis and Evolution Law of Xuehuaping Landslide in Three Gorges Reservoir Area[J].,2022,(4):81.

备注/Memo

备注/Memo:
［收稿日期］ 2020-11-10
［基金项目］ 国家自然科学基金（41372363，41641027）；三峡后续工作地质灾害防治项目（0001212015CC60005）；湖北省科技厅自然科学基金（2017ACA188）
［第一作者］ 卿 菁(1996-)， 女， 湖南永州人，湖北工业大学硕士研究生，研究方向为岩土力学理论的工程应用
更新日期/Last Update: 2021-08-27