岩土力学 ›› 2026, Vol. 47 ›› Issue (1): 61-72.doi: 10.16285/j.rsm.2025.0117CSTR: 32223.14.j.rsm.2025.0117

• 基础理论与实验研究 • 上一篇    下一篇

长距离输水渠道黄土湿陷性及微观结构特征试验研究

姜海波1,刘建锋2,张军3,鲁功达2,谢良甫4   

  1. 1.新疆农业大学 水利与土木工程学院,新疆 乌鲁木齐 830052;2.四川大学 水利水电学院,四川 成都 610065; 3.新疆水利水电勘测设计研究院有限责任公司,新疆 乌鲁木齐 830054;4.新疆大学 建筑工程学院,新疆 乌鲁木齐 830046
  • 收稿日期:2025-02-02 接受日期:2025-04-28 出版日期:2026-01-11 发布日期:2026-01-08
  • 通讯作者: 谢良甫,男,1988年生,博士,教授,博士生导师,主要从事岩土体多尺度损伤破坏与稳定研究。E-mail: xieliangfu@gmail.com
  • 作者简介:姜海波,男,1983年生,博士,教授,博士生导师,主要从事多场耦合作用岩土体多尺度损伤破坏与稳定研究研究工作。 E-mail: klaud_123@163.com
  • 基金资助:
    新疆维吾尔自治区“天山英才”青年拔尖人才培养计划(No.2024TSYCCX0037);国家自然科学基金项目(No.52369021)

Experimental study of collapsibility and microstructure characteristics of loess in long-distance water conveyance channels

JIANG Hai-bo1, LIU Jian-feng2, ZHANG Jun3, LU Gong-da2, XIE Liang-fu4   

  1. 1.College of Hydraulic and Civil Engineering, Xinjiang Agriculture University, Urumqi, Xijiang 830052, China; 2. College of Water Resource and Hydropower, Sichuan University, Chengdu, Sichuan 610065, China; 3. Xinjiang Water Resources and Hydropower Survey Design and Research Institute Limited Liability Company, Urumqi, Xijiang 830052, China; 4. College of Civil Engineering and Architecture, Xinjiang University, Urumqi, Xijiang 830046, China
  • Received:2025-02-02 Accepted:2025-04-28 Online:2026-01-11 Published:2026-01-08
  • Supported by:
    This work was supported by the “Tianshan Talent” Youth Leading Talent Cultivation Program of Xinjiang Uygur Autonomous Region (2024TSYCCX0037) and the National Natural Science Foundation of China (52369021).

摘要: 为探究新疆长距离输水工程建设中黄土的湿陷性问题,以新疆伊犁河长距离输水工程湿陷性黄土为研究对象,开展渠基黄土不同埋深湿陷性、含水率及孔隙比现场监测试验,重点分析渠基黄土湿陷性的空间分布规律。通过室内自重湿陷试验、浸水压缩试验对不同含水率原状黄土的湿陷特征、孔隙结构进行定量测定,采用微观电镜扫描(scanning electron microscope,简称SEM)和颗粒及裂隙图像识别系统,研究不同湿陷次数、不同竖向应力作用下原状黄土湿陷特征与内部微观孔隙结构的关系。研究结果表明:(1)输水渠道黄土的湿陷性主要受含水率控制,含水率越小,微观孔隙结构特征越显著,湿陷变形特征也越大,且具有一定的“剩余”湿陷性。(2)黄土在湿陷变形过程中存在颗粒软化效应和聚合物效应,孔隙结构逐渐减小,引起了较大的湿陷变形,且在低含水率状态时湿陷变形特征更加显著。(3)长距离输水渠道黄土的湿陷性随埋深增大而逐渐减弱,且渠基黄土的湿陷是多次发生的,先期湿陷性较大、后期湿陷性较小,渠基黄土湿陷性具有多阶段特征。

关键词: 长距离输水渠道, 原状黄土, 湿陷性, 含水率, 微观结构, 损伤

Abstract: To investigate the collapsibility of loess in long-distance water conveyance projects in Xinjiang, comprehensive field monitoring experiments were carried out. The experiments assessed the collapsibility, moisture content, and void ratio of channel foundation loess at various burial depths, using collapsible loess from the Ili River long-distance water conveyance project in Xinjiang as the research subject. Detailed analyses of the spatial distribution patterns of loess collapsibility within the channel foundation loess were conducted. Concurrently, laboratory-based self-weight collapse tests and immersion compression tests were performed to quantitatively evaluate the collapse characteristics and pore structure of undisturbed loess across different moisture levels. By integrating scanning electron microscope (SEM) and particle and crack image recognition systems, the study explored the relationship between the collapse characteristics and the internal microscopic pore structure of undisturbed loess under varying collapse frequencies and vertical stress conditions. The results show that: (1) The collapsibility of the loess in the water transport channel is primarily controlled by the moisture content. Lower moisture content correlates with more pronounced micro-pore structure characteristics and greater collapsibility deformation, indicating a certain level of “residual” collapsibility. (2) The collapsible deformation process of loess exhibits particle softening and polymer effects, leading to a gradual decrease in pore structure and significant collapsible deformation. The characteristics of collapsibility deformation are more pronounced in a low moisture content state. (3) The collapsibility of loess in long-distance water conveyance channels gradually decreases with increasing burial depth. Additionally, the collapsibility of loess in the canal base occurs multiple times, being greater in the early stages and smaller in the later stages.

Key words: long distance channel, undisturbed loess, collapsibility, moisture content, microstructure, damage

中图分类号: TU 444
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