岩土力学 ›› 2022, Vol. 43 ›› Issue (S2): 35-42.doi: 10.16285/j.rsm.2021.2185

• 基础理论与实验研究 • 上一篇    下一篇

土工袋加固膨胀土边坡降雨−日晒循环试验研究

刘斯宏1,沈超敏1,程德虎2,张呈斌3,毛航宇1   

  1. 1. 河海大学 水利水电学院,江苏 南京 210024;2. 南水北调中线干线工程建设管理局,北京 100038; 3. 中国电建集团华东电力勘测设计研究院有限公司,浙江 杭州 311122
  • 收稿日期:2021-12-27 修回日期:2022-04-02 出版日期:2022-10-10 发布日期:2022-10-03
  • 通讯作者: 沈超敏,男,1989年生,博士,副研究员,主要从事水工岩土物理力学机制与本构模拟方面的研究。E-mail: chaomin.shen@hotmail.fr E-mail:sihongliu@hhu.edu.cn
  • 作者简介:刘斯宏,男,1964年生,博士,教授,博士生导师,主要从事土石坝工程和土工袋技术方面的研究。
  • 基金资助:
    国家重点研发计划、政府间国际科技创新合作重点专项(No.2017YFE0128900)

Model test of expansive soil slope with soilbags during rainfall-insolation cycles

LIU Si-hong1, SHEN Chao-min1, CHENG De-hu2, ZHANG Cheng-bin3, MAO Hang-yu1   

  1. 1. College of Water Conservancy & Hydropower Engineering, Hohai University, Nanjing, Jiangsu 210024, China; 2. Construction and Administration Bureau of South-to-North Water Diversion Middle Route Project, Beijing 100038, China; 3. PowerChina Huadong Engineering Corporation Limited, Hangzhou, Zhejiang 311122, China
  • Received:2021-12-27 Revised:2022-04-02 Online:2022-10-10 Published:2022-10-03
  • Supported by:
    This work was supported by National Key R&D Program of China/ Intergovernmental International Cooperation on Scientific and Technological Innovation (2017YFE0128900).

摘要: 为了解复杂气候条件下土工袋加固膨胀土边坡的效果与机制,开展袋装膨胀土边坡降雨−日晒循环试验,观察并分析边坡位移变形、坡面冲刷、降雨入渗等情况,并与素膨胀土边坡进行对比。试验结果表明:素膨胀土边坡在降雨−日晒循环作用下,边坡表面产生的裂隙较多,容易出现土体流失,土工袋则具有良好的反滤和抗冲刷作用,可以减少袋内和下卧层土体的流失,保持边坡的稳定性;土工袋对膨胀土有较好的约束作用,可以有效地抑制其膨胀变形,减小因变形引发边坡失稳的可能性;土工袋有良好的排水效果,雨水能通过土工袋袋间间隙快速地排出,边坡内含水率的增加幅度较小。

关键词: 土工袋, 膨胀土, 模型试验, 降雨?日晒循环

Abstract: In order to investigate the performance and mechanism of expansive soil slope with soilbags under the effect of raining-insolation cycles, a series of laboratory model tests on the expansive soil slope was conducted. The displacement of the reinforced slope, the slope erosion and rainfall infiltration were observed and analyzed, which were compared with expansive soil slope without reinforcement. The experimental results showed that under the action of raining-insolation cycles, the surface of expansive soil slope without reinforcement would develop cracks, which was further prone to soil loss. The soilbags performed well as a protection layer and a filter of soil particles, which could reduce the loss of soil in the bag and the underlying soil, and maintain the stability of the slope. In addition, soilbags had a good restraining effect on the expansive soil, which can effectively restrain its expansive deformation and reduce the possibility of slope instability. Furthermore, soilbags had a good drainage effect, so that rainwater could be quickly discharged through the gap between geotextile bags, and thus to ensure a relatively small increase of water content in the slope.

Key words: soilbags, expansive soil, model test, rainfall-insolation cycle

中图分类号: TU411
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