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    土体-大气相互作用下土质边坡稳定性研究

    孙畅 唐朝生 程青 徐金鉴 张大展

    孙畅, 唐朝生, 程青, 徐金鉴, 张大展, 2022. 土体-大气相互作用下土质边坡稳定性研究. 地球科学, 47(10): 3701-3722. doi: 10.3799/dqkx.2022.275
    引用本文: 孙畅, 唐朝生, 程青, 徐金鉴, 张大展, 2022. 土体-大气相互作用下土质边坡稳定性研究. 地球科学, 47(10): 3701-3722. doi: 10.3799/dqkx.2022.275
    Sun Chang, Tang Chaosheng, Cheng Qing, Xu Jinjian, Zhang Dazhan, 2022. Stability of Soil Slope under Soil-Atmosphere Interaction. Earth Science, 47(10): 3701-3722. doi: 10.3799/dqkx.2022.275
    Citation: Sun Chang, Tang Chaosheng, Cheng Qing, Xu Jinjian, Zhang Dazhan, 2022. Stability of Soil Slope under Soil-Atmosphere Interaction. Earth Science, 47(10): 3701-3722. doi: 10.3799/dqkx.2022.275

    土体-大气相互作用下土质边坡稳定性研究

    doi: 10.3799/dqkx.2022.275
    基金项目: 

    国家杰出青年科学基金 41925012

    国家自然科学基金 41772280

    国家自然科学基金 41902271

    江苏省自然科学基金 BK20211087

    国家重点研发计划课题 2019YFC1509902

    详细信息
      作者简介:

      孙畅(1998-),男,博士研究生,从事土体-大气相互作用过程监测及研究.ORCID:0000-0001-9344-2390.E-mail:dz21290011@smail.nju.edu.cn

      通讯作者:

      唐朝生,ORCID: 0000-0002-6419-6116. E-mail: tangchaosheng@nju.edu.cn

    • 中图分类号: P642.5

    Stability of Soil Slope under Soil-Atmosphere Interaction

    • 摘要: 土体-大气相互作用是指在多种气象要素共同驱动下,地表浅层土体与大气之间进行物质交换与能量传递的复杂过程.受全球气候变化影响,近年来极端气候事件频发.土体的工程性质在日益严峻的气候环境下发生剧烈变化,产生了大量滑坡灾害,给岩土和地质工程领域带来许多新挑战.系统总结了降雨、气温、空气湿度、风以及太阳辐射5个主要气象要素影响边坡稳定性的机制,分析了土体龟裂、地表植被和土体-大气相互作用之间的关联效应.通过介绍各因素在改变边坡稳定性过程中发挥的作用,构建了一个包括气象要素、土体龟裂以及地表植被的土体-大气相互作用分析体系.该体系为今后土体-大气相互作用下土质边坡稳定性研究确定了关键研究问题,所揭示的作用机理可为今后同类研究提供参考.针对该课题的研究现状,笔者提出了今后的研究方向和重点,包括土体-植被-大气相互作用的理论模型、气候作用下冻土坡体失稳机理、极端气候工程地质作用的生态调控措施三个方面.

       

    • 图  1  土体-大气相互作用对土质边坡的影响示意图(改自Rahardjo et al., 2010; Ishikawa et al., 2015

      Fig.  1.  Schematic diagram of influence of soil-atmosphere interaction on soil slope(modified from Rahardjo et al., 2010; Ishikawa et al., 2015)

      图  2  滑坡英文核心文献高频关键词分析

      Fig.  2.  Analysis of high frequency keywords in English core documents of landslide

      图  3  入渗率随时间变化示意图(改自Mein and Larson, 1973

      Fig.  3.  Schematic diagram of infiltration rate changing with time(modified from Mein and Larson, 1973)

      图  4  土体渗透系数随吸力变化示意图(据吴宏伟, 2017修改)

      Fig.  4.  Schematic diagram of relationship between water permeability and suction(Ng, 2017)

      图  5  土体蒸发阶段划分(据唐朝生等, 2011b修改)

      Fig.  5.  Schematic showing the three stages of evaporation from soil(Tang et al., 2011b)

      图  6  土体-大气相互作用下的冻土地区滑坡示意图(据Patton et al., 2019修改)

      Fig.  6.  Schematic diagram of landslide in permafrost area under soil-atmosphere interaction(modified from Patton et al., 2019)

      图  7  裂隙优先流诱发土质边坡破坏示意图(据Zhang et al., 2021修改)

      Fig.  7.  Schematic diagrams of soil slope failure induced by crack dominant flow(modified from Zhang et al., 2021)

      图  8  土体-植被-大气相互作用中水循环示意图(据吴宏伟, 2017修改)

      Fig.  8.  Schematic diagram of water circulation in soil-vegetation-atmosphere interaction(modified from Ng, 2017)

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    • 收稿日期:  2022-05-16
    • 刊出日期:  2022-10-25

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