长江科学院院报 ›› 2019, Vol. 36 ›› Issue (1): 48-54.DOI: 10.11988/ckyyb.20170739

• 工程安全与灾害防治 • 上一篇    下一篇

四川理县欢喜村冰水堆积体降雨条件下变形机理研究

冯文凯1, 白慧林1, 何山玉1, 周强1, 曾琇舒1, 祁昊2   

  1. 1.成都理工大学 地质灾害防治与地质环境保护国家重点实验室,成都 610059;
    2.同济大学 地下建筑与工程系,上海 200092
  • 收稿日期:2017-06-27 出版日期:2019-01-01 发布日期:2019-01-17
  • 通讯作者: 白慧林(1992-),男,四川绵阳人,硕士研究生,主要从事地质工程及地质灾害等方面的研究。E-mail:553884932@qq.com
  • 作者简介:冯文凯(1974-),男,四川成都人,教授,博士生导师,主要从事岩土体斜坡稳定性及灾害控制、强震区震裂斜坡地质灾害成因与防治等方面的教学与研究工作。E-mail:fengwenkai@cdut.cn
  • 基金资助:
    国家自然科学基金项目(41572291);四川省青年科技创新研究团队专项计划项目(2017TD0018);地质灾害防治与地质环境保护国家重点实验室团队项目(SKLGP2016Z001)

Deformation Mechanism of Outwash Deposit Body under Rainfall Condition in Huanxi, Lixian County, Sichuan Province

FENG Wen-kai1, BAI Hui-lin1, HE Shan-yu1, ZHOU Qiang1, ZENG Xiu-shu1, QI Hao2   

  1. 1.State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection, Chengdu University ofTechnology, Chengdu 610059, China;
    2. Department of Geotechnical Engineering, Tongji University,Shanghai 200092, China
  • Received:2017-06-27 Online:2019-01-01 Published:2019-01-17

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摘要： 四川理县欢喜村具有干暖河谷气候特征,降雨量少、蒸发量大,冰水堆积体在降雨作用下的变形特征及机理与以往降雨型滑坡有较大差异。通过水土化学试验、矿物成分检测、电镜扫描(SEM)、降雨模拟-现场中剪试验等手段查明冰水堆积物遇水结构损伤机理,以及由此引起的强度衰减特征及幅度,在此基础上,采用SEEP/W模块分析堆积体降雨条件下地下水浸润、饱和特征及孔隙水压力变化趋势,结合地质环境条件归纳总结堆积体变形机理及过程。研究表明:冰水堆积物遇水后,细粒组分内矿物(以石膏为主)溶解、颗粒重排列共同导致充填细粒土结构弱化、损伤,进一步发展促使大颗粒间相互作用程度减弱,加之粒间水的润滑、软化最终引起土体整体强度大幅度衰减,其中c值降低20.6%,φ值降低34.1%,c值下降幅度弱于φ值;此外,研究区特殊的地质环境条件导致缓坡段降雨入渗效果优于陡坡段,饱和时间、范围、深度的不同形成土体强度差异变化,加之前缘良好的临空条件,导致坡体近前缘端表层易朝临空方向产生蠕滑变形,变形体后缘形成拉张裂缝,并为降雨入渗提供通道,多次降雨-蠕滑变形累积作用使变形体前缘锁固段减小,形成失稳破坏。

关键词: 冰水堆积体, 结构损伤, 强度衰减, 变形机理, SEEP/W模块

Abstract: The deformation mechanism and characteristics of outwash deposit body under rainfall condition are different from those of rainfall-induced landslides. The study area is featured with characteristics of dry and warm valley climate, with small rainfall amount but large evaporation. Through water-soil chemical effect tests, mineral composition detection, scanning electron microscopy (SEM), rainfall simulation and medium scale in-situ shear test, the structural damage mechanism of outwash deposit in water is examined, and the characteristics and amplitude of strength attenuation are also investigated. On this basis, the infiltration and saturation characteristics of groundwater and the change trend of pore water pressure are analyzed by using SEEP/W module. The deformation mechanism and process of outwash deposit body are concluded in summary in line with geoenvironmental conditions. Research results unveil that when outwash deposit contacts with water, the dissolution of mineral (mainly gypsum) together with the rearrangement of mineral particles weakens the soil structure, which further develops and mitigates the interactions among large particles, and finally results in the dramatic attenuation of overall soil strength under the lubrication and softening effect of water: the value of cohesion declines by 20.6%, and internal friction angle by 34.1%. Moreover, due to the special geological condition of the study area, the effect of rainfall infiltration in gentle slope is better than that in steep slope; and the differences in saturation time, range and depth brings about the variation of soil strength. Besides, favorable free surface gives rise to creep deformation in the direction of the free surface in the front edge and tensile cracks in the back edge of deformed body, providing passage for rainfall infiltration. Cumulative creep deformation diminishes the locked segment in the front edge of deformed body, and finally induces instability.

Key words: outwash deposit body, structural damage, strength attenuation, deformation mechanism, SEEP/W module

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