岩土力学 ›› 2024, Vol. 45 ›› Issue (3): 759-768.doi: 10.16285/j.rsm.2023.0422

• 基础理论与实验研究 • 上一篇    下一篇

土工袋抑制膨胀土冻胀性能试验及机制探讨

张勇敢,鲁洋,刘斯宏,田金博,张思钰,方斌昕   

  1. 河海大学 水利水电学院,江苏 南京 210098
  • 收稿日期:2023-04-04 接受日期:2023-08-01 出版日期:2024-03-11 发布日期:2024-03-20
  • 通讯作者: 鲁洋,男,1991年生,博士,副教授,主要从事土石坝工程和寒区水工岩土方面的研究。E-mail: luy@hhu.edu.cn
  • 作者简介:张勇敢,男,1995年生,博士研究生,主要从事寒区水工岩土和土石坝工程方面的研究。E-mail: yonggan.zhang@hhu.edu.cn
  • 基金资助:
    国家自然科学基金(No.52109123);中央高校基本科研业务费专项资金(No.B220203029);江苏省研究生科研与实践创新计划项目(No.KYCX21_0511)。

Experimental study and mechanism exploration of soilbags for inhibiting frost heaving performance of expansive Soil

ZHANG Yong-gan, LU Yang, LIU Si-hong, TIAN Jin-bo, ZHANG Si-yu, FANG Bin-xin   

  1. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, Jiangsu 210098, China
  • Received:2023-04-04 Accepted:2023-08-01 Online:2024-03-11 Published:2024-03-20
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52109123), the Fundamental Research Funds for the Central Universities (B220203029) and the Postgraduate Research and Practice Innovation Program of Jiangsu Province (KYCX21_0511).

摘要: 寒区膨胀土输水渠道普遍存在严重的冻胀破坏问题,严重损害工程效益。为探究不同含水率、不同干密度下土工袋抑制膨胀土冻胀性能演化规律及其物理机制,开展了土工袋制样标准率定试验和有无袋体约束下膨胀土的冻胀变形试验。试验结果表明:土工袋试样的压实高度与其干密度存在一一对应关系,可以通过控制土工袋的压实高度来精确控制土工袋的制样干密度;无论是否有袋体约束,试样的冻胀变形与时间关系曲线均可划分为冷缩、快速冻结和冻结稳定3个阶段;对于初始状态相同的膨胀土试样,袋体约束作用下其冻胀量显著减小,也即土工袋可有效地抑制膨胀土冻胀;随着含水率的增加、干密度的增大,试样的冻胀率均显著增大;土工袋的冻胀抑制率随着干密度的增加而显著增大,但含水率增加后土工袋的冻胀抑制率并未显著提升;通过分凝势理论和加筋约束原理,揭示了土工袋抑制膨胀土冻胀的内在机制;基于压汞试验获取的膨胀土孔径分布曲线,提出了袋体约束作用下冻结膨胀土的骨架结构概念模型,较好地解释了含水率和干密度对土工袋冻胀抑制率演化规律的影响差异。

关键词: 膨胀土, 土工袋, 干密度, 含水率, 冻胀特性

Abstract: In the cold region, frost heave damage in water conveyance channels constructed on expansive soil poses a significant threat to project sustainability. This study aims to investigate the evolution and physical mechanisms of frost heave inhibition by soilbags for expansive soils with varying water contents and dry densities. Standard calibration tests for sample preparation and frost heave deformation tests were conducted on expansive soils with and without soilbag constraints. The test results demonstrate a direct correlation between the compaction height of the sample and its dry density, enabling precise control of the dry density by adjusting the compaction height. Regardless of the presence of soilbag constraints, the relationship between frost heave deformation and time can be divided into three stages: cold shrinkage, rapid freezing and freezing stability. The frost heave of the expansive soil was significantly reduced under the restraint of the bag for samples with the same initial state, indicating that the soilbag can effectively inhibit the frost heave of the expansive soil. Moreover, as water content and dry density increased, the frost heave rate of the samples exhibited a significant increase. The frost heave inhibition rate of the soilbag increased significantly with the increase of dry density, but it did not increase notably with increasing water content. The intrinsic mechanism of soilbag inhibiting frost heave of expansive soil is revealed using the theory of segregation potential and the principle of reinforcement constraint. A conceptual model of the skeleton structure of frozen expansive soil under the influence of soilbag constraints is proposed, based on the pore diameter distribution curve obtained through mercury intrusion porosimetry. This model better explains the variations in the evolution of frost heave inhibition rates of soilbags under different water contents and dry densities.

Key words: expansive soils, soilbag, dry density, water content, frost heave characteristic

中图分类号: TU445
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