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碎石土古滑坡演化复活机理分析
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  • 英文篇名:Mechanism analysis of reactivation evolution of ancient detritus landslide
  • 作者:陈家兴 ; 赵兰英 ; 司长亮
  • 英文作者:CHEN Jiaxing;ZHAO Lanying;SI Changliang;Shangqiu Institute of Technology;Chengdu Xinhua Agricultural Co., Ltd;
  • 关键词:滑坡复活 ; 碎石土古滑坡 ; 地质灾害 ; 工程地质 ; 赤绒滑坡
  • 英文关键词:ancient landslide reactivation;;detritus soil ancient landslide;;geohazard;;engineering geology;;Chirong landslide
  • 中文刊名:人民长江
  • 英文刊名:Yangtze River
  • 机构:商丘工学院;成都鑫华农业有限公司;
  • 出版日期:2019-10-28
  • 出版单位:人民长江
  • 年:2019
  • 期:10
  • 基金:河南省高等学校重点科研项目(18A410002)
  • 语种:中文;
  • 页:140-146
  • 页数:7
  • CN:42-1202/TV
  • ISSN:1001-4179
  • 分类号:P642.22
摘要
滑坡是斜坡长期复杂演化的产物。随着人类工程活动的加剧及地震、强降雨的影响,古滑坡复活问题日益突出。由于碎石土古滑坡含有大量碎石与岩石碎屑,其复活失稳之后造成的危害尤其严重。以西南地区甘孜州赤绒碎石土古滑坡为研究对象,从工程地质分析的角度出发,系统研究碎石土古滑坡滑体、滑带土的物理力学性质和渗透性质,综合地形地貌、构造、地震、降雨等外部因素,对碎石土古滑坡的复活演化机理进行分析研究。研究分析结果表明:①古滑坡属于多期次复活型滑坡,按滑坡形成的先后顺序大致分为古、老、新三个阶段;②碎石土滑坡以粗大碎石形成骨架构成降雨下渗通道的渗流模式是造成复活的主要外部因素;③通过工程地质分析将碎石土古滑坡的复活演化过程归纳为"四时期-六阶段"。
        Ancient landslides are the product of long-term complex evolution of slopes. Due to intensification of human engineering activities and the impact of earthquakes and heavy rainfall, the problem of ancient landslides reactivation has become increasingly prominent. The damage caused by reactivation of landslide is particularly serious as the detritus soil ancient landslides contain a lot of gravel and rock debris. Taking the Chirong detritus soil ancient landslide in Garzi Prefecture in southwest China as the research object, this paper analyses the reactivation evolution mechanism of the detritus soil ancient landslide from the perspective of engineering geology. The external factors such as topography, geological structure, earthquake and rainfall etc.are systematically studied, and the physical properties and permeability of the detritus soil ancient landslide and slippery soil are analyzed. According to research and analysis, the results are concluded:① The ancient landslide belongs to the multi-period reactivation landslide, which is roughly divided into three stages: ancient, old and new according to the order of landslide formation;② The seepage pattern of detritus soil landslide that coarse gravels form skeleton and rainfall infiltration channel is the main external factor causing the reactivation of detritus soil ancient landslide;③ The reactivation evolution process of the detritus soil ancient landslide is summarized as "four-period, six-process" through engineering geological analysis.
引文
[1] 吴瑞安,张永双,郭长宝,等.川西松潘上窑古滑坡复活特征及危险性预测研究[J].岩土工程学报,2018,40(9):1659-1667.
    [2] 许建聪.碎石土滑坡变形解体破坏机理及稳定性研究[D].杭州:浙江大学,2005.
    [3] 姚晓阳,杨小永,曾钱帮.碎石土滑坡工程地质特征及防治方案研究[J].工程地质学报,2012,20(3):369-377.
    [4] 李惠民,任光明,李源亮,等.山区公路沿线地质灾害分布与环境影响关系研究:以汶川-茂县公路为例[J].人民长江,2017,48(19):66-71.
    [5] 唐朝晖,孔涛,柴波.降雨作用碎石土堆积层滑坡变形规律[J].地质科学情报,2012,31(6):168-173.
    [6] 汪旭涛,黄江,吴建超.降雨作用下碎石土滑坡稳定性演化过程分析[J].地震工程学报,2014,36(1):54-60,106.
    [7] 许建聪,尚岳全.降雨作用下碎石土滑坡解体变形破坏机制研究[J].岩土力学,2008,29(1):106-112,118.
    [8] 李新卫,晏鄂川,李辉.暴雨作用下铜仁地区典型滑坡变形机理研究[J].人民长江,2016,47(7):44-49.
    [9] 赵勇,刘之葵,王晓华.降雨条件下浅层滑坡渗流模拟与稳定性探讨[J].人民长江,2016,47(18):44-49,55.
    [10] 陈志超,罗旋,柳侃,等.碎石土滑坡渗流系统特征及防治措施研究[J].岩土力学,2016,37(3):813-818,849.
    [11] 李玉锋,马强,李显平.降雨诱发碎石土斜坡优先流机理研究[J].水电能源科学,2009,27(6):56-59.
    [12] 余伯汀,孙红月,尚岳全.含碎石黏性土边坡渗流系统的物理模拟试验[J].岩土工程学报,2006,28(6):705-708.
    [13] 郑亚楠,吕红宾,胡晓农.基于Visual MODFLOW的地下水流数值模拟:以四川垮梁子滑坡为例[J].人民长江,2018,49(6):50-56,74.
    [14] 许建聪,尚岳全.碎石土古滑坡稳定性分析[J].岩石力学与工程学报,2007,26(1):54-65.
    [15] 许建聪,尚岳全.碎石土古滑坡弹塑性接触有限元稳定性分析[J].成都理工大学学报(自然科学版),2008,35(1):75-80.
    [16] 任三绍,郭长宝,吴瑞安,等.成兰铁路松潘隧道入口红花屯古滑坡发育特征与稳定性分析[J].地质力学学报,2017,23(5):754-765.
    [17] 金斌,冯瑞.某古碎石土滑坡复活机制与稳定性研究[J].水利水电科技,2016,47(5):145-148.
    [18] Deng H,Wu LZ,Huang RQ,et al.Formation of the Siwanli ancient landslide in the Dadu River,China[J].Landslide,2017,14(1):385-394.
    [19] 邓建辉,陈菲,尹虎,等.泸定县四湾村滑坡的地质成因与稳定性评价[J].岩石力学与工程学报,2007,26(10):1945-1950.
    [20] 郭健,许模,赵勇,等.黑水河库区某古滑坡形成及复活机制[J].成都理工大学学报(自然科学版),2013,40(6):721-728.

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