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暴雨作用下含裂缝谭家湾堆积层滑坡渗流特征与稳定性分析
引用本文:李林均,简文星,张端淼,董志鸿,张彬,潘永亮. 暴雨作用下含裂缝谭家湾堆积层滑坡渗流特征与稳定性分析[J]. 安全与环境工程, 2021, 28(1): 135-143
作者姓名:李林均  简文星  张端淼  董志鸿  张彬  潘永亮
作者单位:中国地质大学(武汉)工程学院,湖北武汉 430074;宜昌市地质环境监测站,湖北宜昌 443000;湖北冶金地质研究所(中南冶金地质研究所),湖北宜昌 443003;湖北省地质环境总站应急中心,湖北武汉 430034
基金项目:国家自然科学基金项目(41272306);湖北省财政资金项目(YCZ0747-201901-01F)。
摘    要:
堆积层滑坡在三峡库区分布广泛,该类滑坡在前期变形过程中往往产生拉张裂缝,暴雨是导致其失稳的主要诱因之一.为探究暴雨作用下裂缝优势入渗对堆积层滑坡渗流场与稳定性的影响,以谭家湾堆积层滑坡为研究对象,通过地质调查、监测数据分析以及数值模拟方法,研究了暴雨作用下含裂缝谭家湾堆积层滑坡的渗流场与稳定性演化规律.结果表明:天然条...

关 键 词:堆积层滑坡  暴雨入渗  拉张裂缝  渗流  稳定性  三峡库区

Seepage Characteristics and Stability of Tanjiawan Accumulation Landslide with Cracks under Rainstorm
LI Linjun,JIAN Wenxing,ZHANG Duanmiao,DONG Zhihong,ZHANG Bin,PAN Yongliang. Seepage Characteristics and Stability of Tanjiawan Accumulation Landslide with Cracks under Rainstorm[J]. Safety and Environmental Engineering, 2021, 28(1): 135-143
Authors:LI Linjun  JIAN Wenxing  ZHANG Duanmiao  DONG Zhihong  ZHANG Bin  PAN Yongliang
Affiliation:(Faculty of Engineering,China University of Geosciences(Wuhan),Wuhan 430074,China;Yichang Geological Environment Monitor Station,Yichang 443000,China;Hubei Institute ofMetallurgical Geology(Central South Institute of Metallurgical Geology),Yichang 443003;Emergency Center,Geological Environmental Center of Hubei Province,Wuhan 430034,China)
Abstract:
Accumulation landslides are widely distributed in the Three Gorges Reservoir area,and the early deformation of them often produces tensile cracks.Rainstorm is one of the major factors for instability of this type of landslide.In order to reveal the influence of crack dominant infiltration on the seepage field and stability of the accumulation landslide under the action of rainstorm,this paper takes Tanjiawan accumulation landslide as the research object,and uses the geological survey,monitoring data analysis and numerical simulation method to study the evolution law of seepage field and stability of the landslide with cracks under the influence of the rainstorm.The results show that Tanjiawan landslide is stable under natural conditions,its deformation is related to the high-intensity rainfall,and the displacement curve of the landslide is characterized by a stepped pattern;when the rainstorm intensity is greater than the saturated permeability coefficient of the soil,the rainwater runoff merges into the cracks and forms the ponding,which transforms into the pressure infiltration and greatly increases the infiltration speed and amount of the rainwater;when the position where the cracks are developed is close to the groundwater level,rainwater easily recharges groundwater through cracks,increase the groundwater level,and the continuous immersion and softening of the sliding zone leads to a large and continuous decrease in stability.
Keywords:accumulation landslide  rainstorm infiltration  tension crack  seepage  stability  Three Gorges Reservoir area
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