岩土力学 ›› 2020, Vol. 41 ›› Issue (4): 1396-1403.doi: 10.16285/j.rsm.2019.0704

• 岩土工程研究 • 上一篇    下一篇

优势流入渗与坡体变形关系研究及应用

黄晓虎1, 2, 3,易武1, 2, 3,黄海峰1, 2, 3,邓永煌4   

  1. 1. 三峡大学 湖北省防灾减灾重点实验室,湖北 宜昌 443002;2. 三峡大学 湖北长江三峡滑坡国家野外科学观测研究站,湖北 宜昌 443002; 3. 三峡地区地质灾害与生态环境湖北省创新协同中心,湖北 宜昌 443002;4. 宜昌地质环境监测站,湖北 宜昌 443002
  • 收稿日期:2019-04-18 修回日期:2019-07-28 出版日期:2020-04-11 发布日期:2020-07-02
  • 通讯作者: 易武,男,1966年生,博士,教授,主要从事地质灾害机理、预测、防治工程的教学与研究工作。E-mail: yiwu@ctgu.edu.cn E-mail: 88569096@qq.com
  • 作者简介:黄晓虎,男,1987年生,博士,讲师,主要从事地质灾害预测与防治方面的教学与研究工作。
  • 基金资助:
    国家青年科学基金项目(No. 41502291);防灾减灾湖北省重点实验室(三峡大学)开放基金(No. 2018KJZ05);三峡大学研究生课程建设项目(No. SDKC201804)。

Study and application of the relationship between preferential flow penetration and slope deformation

HUANG Xiao-hu1, 2, 3, YI Wu1, 2, 3, HUANG Hai-feng1, 2, 3, DENG Yong-huang4   

  1. 1. Key Laboratory of Disaster Prevention and Mitigation of Hubei Province, China Three Gorges University, Yichang, Hubei 443002, China; 2. National Field Observation and Research Station of Landslide in Three Gorges Reservoir Area of Yangtze River, China Three Gorges University, Yichang, Hubei 443002, China; 3. Collaborative Innovation Center for Geo-hazard and Eco-environment in Three Gorges Area of Hubei Province, Yichang, Hubei 443002, China; 4. Yichang Geological Environment Monitoring Station, Yichang, Hubei 443002, China
  • Received:2019-04-18 Revised:2019-07-28 Online:2020-04-11 Published:2020-07-02
  • Supported by:
    This work was supported by the Young Scholars of National Natural Science Foundation (41502291), the Open Fund of Hubei Key Laboratory of Disaster Prevention and Mitigation (China Three Gorges University) (2018KJZ05) and the Project of Postgraduate Course Construction of Three Gorges University (SDKC201804).

摘要: 部分降雨型滑坡的地表裂缝会随着变形的不断增加逐渐形成完整配套的裂缝体系,针对此类滑坡的降雨入渗过程,指出沿地表裂缝形成的优势通道而形成的优势流入渗主导着滑坡稳定性的恶化过程,促进变形的持续发展。系统分析了优势流入渗与地下水位升降、坡体变形之间的相互关系。在此基础上,以王家坡滑坡为典型案例,分析了优势流入渗通道形成的时空规律及对应的变形特征,发现滑坡累积位移曲线上的变形加速区间呈不规则阶跃状,并将加速区间的起点与终点定义为加速拐点和减速拐点。然后以W3监测点的实际监测资料对滑坡变形过程中的地下水升降特征进行反演并获取对应的稳定性演化规律,发现变形加速区间上的加速拐点和减速拐点与稳定性出现变化的起点和终点相吻合,依此可建立确定变形加速区间的方法,进而获取位移速率阈值。

关键词: 降雨型滑坡, 变形演化, 优势流入渗, 变形加速区间

Abstract: The cracks on the ground surface will form a complete crack system gradually with the increase of the slope deformation. In view of the rainfall infiltration process of this type of landslide, it is pointed out that the preferential flow penetration developed along the dominant channel formed along the surface crack leads to the deterioration process of landslide stability and promotes the development of deformation. This paper systematically analyzes the relationship between the preferential flow penetration, the fluctuation of groundwater level and the slope deformation. Taking the Wangjiapo landslide as the research object, the temporal-spatial deformation evolution of the dominant channel and the corresponding deformation characteristics are studied, and the starting and ending points of the irregular "step" shaped deformation acceleration interval on the cumulative displacement deformation curve are named as the "acceleration point" and "deceleration point". And then, the groundwater fluctuation rule in the process of landslide deformation is inverted and the related stability evolution rule is obtained by using monitored data of W3 monitoring points. It is found that the "acceleration points" and "deceleration points" of the deformation acceleration interval of landslide are consistent with the starting and ending points of the stability changes. The method for determining the deformation acceleration interval can be established, and then the displacement rate threshold is determined.

Key words: landslide induced by rainfall, deformation evolution, preferential flow penetration, deformation acceleration interval

中图分类号: 

  • TU 42
[1] 肖捷夫, 李云安, 胡勇, 张申, 蔡浚明, . 库水涨落和降雨条件下古滑坡变形特征 模型试验研究[J]. 岩土力学, 2021, 42(2): 471-480.
[2] 汤明高, 李松林, 许 强, 龚正峰, 祝 权, 魏 勇. 基于离心模型试验的库岸滑坡变形特征研究[J]. 岩土力学, 2020, 41(3): 755-764.
[3] 陈达, 许强, 郑光, 蔡国军, 彭双麒, 王卓, 何攀. 基于离心模型试验的复杂层状软岩楔形 滑坡变形演化研究[J]. 岩土力学, 2020, 41(10): 3374-3384.
[4] 贺可强,郭 栋,张 朋,郭 璐,张国栋,. 降雨型滑坡垂直位移方向率及其位移监测预警判据研究[J]. , 2017, 38(12): 3649-3659.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 姚仰平,侯 伟. 土的基本力学特性及其弹塑性描述[J]. , 2009, 30(10): 2881 -2902 .
[2] 张力霆,齐清兰,魏静,霍倩,周国斌. 淤填黏土固结过程中孔隙比的变化规律[J]. , 2009, 30(10): 2935 -2939 .
[3] 张其一. 复合加载模式下地基失效机制研究[J]. , 2009, 30(10): 2940 -2944 .
[4] 张明义,刘俊伟,于秀霞. 饱和软黏土地基静压管桩承载力时间效应试验研究[J]. , 2009, 30(10): 3005 -3008 .
[5] 吴 琼,唐辉明,王亮清,林志红. 库水位升降联合降雨作用下库岸边坡中的浸润线研究[J]. , 2009, 30(10): 3025 -3031 .
[6] 吴 亮,钟冬望,卢文波. 空气间隔装药爆炸冲击荷载作用下混凝土损伤分析[J]. , 2009, 30(10): 3109 -3114 .
[7] 周晓杰,介玉新,李广信1. 基于渗流和管流耦合的管涌数值模拟[J]. , 2009, 30(10): 3154 -3158 .
[8] 吴昌瑜,张 伟,李思慎,朱国胜. 减压井机械淤堵机制与防治方法试验研究[J]. , 2009, 30(10): 3181 -3187 .
[9] 崔皓东,朱岳明. 二滩高拱坝坝基渗流场的反演分析[J]. , 2009, 30(10): 3194 -3199 .
[10] 贾宇峰,迟世春,林 皋. 考虑颗粒破碎影响的粗粒土本构模型[J]. , 2009, 30(11): 3261 -3266 .