以珠江-西江经济带先行试验区典型降雨诱发型滑坡为研究对象,引入流体力学相似原理以韦伯准则作为降雨相似标准,开展了3组降雨诱发滑坡全过程物理模型试验。分析了边坡对降雨入渗的响应规律、入渗过程对边坡变形的影响、边坡破坏过程与破坏模式,初步获得华南强烈风化地区降雨诱发滑坡形成机理与成灾降雨特征:①浅层岩土体风化强烈造成的高孔隙率是试验区降雨诱发滑坡的物质基础,非饱和岩土基质吸力消散是试验区降雨诱发滑坡的本质原因,降雨入渗后特定的基质势(含水率)分布是降雨诱发滑坡的条件。②降雨诱发全风化花岗岩滑坡灾害所需累积降雨量比强风化碎屑岩小,强风化碎屑岩滑坡滑动影响范围比全风化花岗岩大。③强暴雨诱发滑坡灾害所需累积降雨量比间歇性降雨小,强暴雨更易诱发滑坡,且诱发的滑坡规模更大。
Abstract
Taking the typical rainfall-induced landslides in the pilot test area of the Pearl River-Xijiang Economic Belt as the research object, we carried out three sets of physical model test on the whole process of rainfall-induced landslides by introducing the hydrodynamic similarity principle and taking the Weber number criterion as the rainfall similarity criterion. By analyzing the response law of slope to rainfall infiltration, the influence of infiltration process on slope deformation, the slope failure process and failure modes, we preliminarily obtained the formation mechanism of rainfall-induced landslide and the characteristics of disastrous rainfall in South China. (1) The high porosity caused by strong weathering of shallow rock and soil is the material basis of rainfall-induced landslides in the test area. The dissipation of matric suction of unsaturated rock and soil is the essential cause of rainfall-induced landslides in the test area. The specific matric potential (water content) distribution after rainfall infiltration lays the condition for rainfall-induced landslides. (2) The cumulative rainfall needed for totally weathered granite landslide disaster induced by rainfall is smaller than that of strongly weathered clastic rock landslide, but the sliding influence range of strongly weathered clastic rock landslide is larger than that of fully weathered granite landslide. (3) The cumulative rainfall required for landslide disaster induced by heavy rainfall is smaller than that induced by intermittent rainfall. Heavy rainfall is more likely to induce landslide, and the induced landslides are larger in scale.
关键词
降雨 /
滑坡 /
模型试验 /
全-强风化 /
非饱和
Key words
rainfall /
landslide /
model test /
fully and strongly weathered /
unsaturated
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
参考文献
[1] 刘金泉. 不同降雨模式下膨胀岩边坡模型试验研究[D]. 南宁:广西大学,2014.
[2] 李龙起. 高速铁路土质边坡降雨力学响应及安全性评价研究[D]. 成都:西南交通大学, 2014.
[3] 潘皇宋, 李天斌, 仵拨云,等. 降雨条件下折线型滑面的大型滑坡稳定性离心模型试验[J]. 岩土工程学报, 2016, 38(4):696-704.
[4] 左自波, 张璐璐, 王建华. 降雨触发不同级配堆积体滑坡模型试验研究[J]. 岩土工程学报, 2015, 37(7):1319-1327.
[5] 罗先启, 刘德富, 吴 剑, 等. 雨水及库水作用下滑坡模型试验研究[J]. 岩石力学与工程学报, 2005, 24(14):2476-2483.
[6] 占清华 , 王世梅 , 谈云志 , 等. 降雨及库水作用对滑坡影响规律试验系统研究[J]. 长江科学院院报, 2013, 30(11):32-38.
[7] 詹良通 ,吴宏伟 ,包承纲 ,等 .降雨入渗条件下非饱和膨胀土边坡原位监测[J]. 岩土力学, 2003,24(2): 151-158.
[8] 龚壁卫, Ng C W W , 包承纲,等. 膨胀土渠坡降雨入渗现场试验研究[J]. 长江科学院院报, 2002, 19(9):94-97.
[9] 李爱国, 岳中琦, 谭国焕, 等. 土体含水率和吸力量测及其对边坡稳定性的影响[J]. 岩土工程学报, 2003, 25(3):278-282.
[10]李秀珍, 何思明. 基于 MEIN-LARSON 入渗模型的浅层降雨滑坡稳定性研究[J]. 灾害学, 2015, 30(2):16-20.
[11]王 宇, 李 晓, 张 搏,等. 降雨作用下滑坡渐进破坏动态演化研究[J].水利学报,2013,44(4):416-425.
[12]覃小华, 刘东升, 宋强辉,等. 强降雨条件下考虑饱和渗透系数变异性的基岩型层状边坡可靠度分析[J]. 岩土工程学报, 2017, 39(6):1065-1073.
[13]乔 兰, 姜 波, 庞林祥,等. 降雨入渗对板岩边坡稳定的影响及加固措施研究[J]. 岩土力学, 2015(增刊2):545-550.
[14]王一兆, 隋耀华. 降雨入渗对边坡浅层稳定性的影响[J]. 长江科学院院报, 2017, 34(4):122-125.
[15]曾 铃, 史振宁, 付宏渊,等. 降雨入渗对边坡暂态饱和区分布特征的影响[J]. 中国公路学报, 2017, 30(1):25-34.
[16]孙三祥, 张云霞. 降雨及坡面径流模拟试验相似准则[J]. 农业工程学报, 2012, 28(11):93-98.
基金
中国地质调查局地质调查项目(DD20160257,DD20190263,121201009000150023,202007000000180506);中央级公益性科研院所基本科研业务费项目(CKSF2019180/YT,CKSF2017058/YT)