岩土力学 ›› 2025, Vol. 46 ›› Issue (2): 515-526.doi: 10.16285/j.rsm.2024.0485

• 基础理论与实验研究 • 上一篇    下一篇

新型盐渍土基泡沫轻质土隔断层阻盐机制及效果研究

张荣1, 2,赵斌3,郑小川3,陈令4,卢正1, 5,赵阳1, 6   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071;2. 中国科学院大学,北京 100049; 3. 中国电建集团重庆工程有限公司,重庆 400060;4. 锐博新能源集团有限公司,浙江 台州 317608; 5. 中国科学院武汉岩土力学研究所 环境岩土工程湖北省重点实验室,湖北 武汉 430071; 6. 新疆交通规划勘察设计研究院有限公司,新疆 乌鲁木齐 830006
  • 收稿日期:2024-04-19 接受日期:2024-06-25 出版日期:2025-02-10 发布日期:2025-02-11
  • 通讯作者: 卢正,男,1982年生,博士,研究员,主要从事土力学及路基工程方面的研究工作。E-mail: zlu@whrsm.ac.cn
  • 作者简介:张荣,男,1996年生,硕士研究生,主要从事盐渍土路基长期性能保障方面的研究工作。E-mail: zhangrong21@mails.ucas.ac.cn
  • 基金资助:
    四川省交通运输科技项目(No. 2021-ZL-05);2022年度交通运输行业科技项目(No. 2022-ZD-017);湖北省交通运输厅科技项目(No. 2020-186-1-9);湖北省创新群体项目(No. 2023AFA019);新疆交通设计院科研基金(No. KY2022042504)。

Salt-inhibiting mechanism and effect of new saline soil-based foamed lightweight soil separation fault

ZHANG Rong1, 2, ZHAO Bin3, ZHENG Xiao-chuan3, CHEN Ling4, LU Zheng1, 5, ZHAO Yang1, 6   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. PowerChina Chongqing Engineering Co., Ltd., Chongqing 400060, China; 4. Ruibo New-Energy Group Co., Ltd., Taizhou, Zhejiang 317608, China; 5. Hubei Key Laboratory of Environmental Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 6. Xinjiang Transportation Planning Survey and Design Institute Co., Ltd., Urumqi, Xinjiang 830006, China
  • Received:2024-04-19 Accepted:2024-06-25 Online:2025-02-10 Published:2025-02-11
  • Supported by:
    This work was supported by the Sichuan Transportation Science and Technology Project (2021-ZL-05), the 2022 Annual Transportation Industry Science and Technology Project (2022-ZD-017), the Hubei Provincial Department of Transportation Science and Technology Project (2020-186-1-9), the Hubei Provincial Innovative Group Project (2023AFA019) and the Xinjiang Transportation Design Institute Scientific Research Fund Project (KY2022042504).

摘要: 盐渍土广泛分布于我国西部地区,其盐胀特性对道路工程产生严重危害,研究盐渍土路基水盐迁移规律并切断其路径对盐渍土地区道路安全防治起到关键作用。基于开挖废土利用构想,提出一种新型盐渍土基泡沫轻质土作为盐渍土地区路基隔断层。采用自研设备开展相关试验,测试其内部温度变化、竖向位移及冻融后的水盐分布,分析新型泡沫轻质土隔断层的隔盐消胀效果,并从微观结构角度探究阻盐机制。结果表明:在温度梯度下,盐渍土试样内部水分与盐分向上迁移,多在中上部聚集。新型泡沫轻质土隔断层能有效阻隔水盐上迁并抑制盐胀,土体含盐量越高,抑胀效果越好。盐分在泡沫轻质土孔洞内析出结晶成盐壳,泡沫轻质土的多孔结构不仅能有效储存盐分,而且能阻隔盐分迁移,使盐分结晶在其内部进行,从而减少盐胀对土体的破坏。

关键词: 盐渍土, 水盐迁移, 隔断层, 冻融循环, 泡沫轻质土

Abstract: Saline soil, common in the western China, poses a significant threat to road engineering due to its salt swelling characteristics. Therefore, studying the water-salt migration patterns within saline soil subgrades and developing methods to interrupt this migration are crucial for road safety prevention and control. Based on the utilization of excavated waste soil, a new type of foamed lightweight soil based on saline soil is proposed as a subgrade separation fault in saline soil areas. Using self-developed equipment, we tested internal temperature changes, vertical displacements, and water and salt distribution after freeze-thaw cycles. The objective was to evaluate its salt insulation and swelling suppression capabilities and to explore the microstructure-based mechanisms underlying salt inhibition. Results indicate that under a temperature gradient, water and salt in the saline soil sample migrate upward, accumulating mainly in the middle and upper sections. Notably, the novel foamed lightweight soil separation fault effectively blocks water and salt migration, significantly suppressing salt swelling. Interestingly, a higher soil salt content results in a more pronounced anti-swelling effect. The porous structure of the foamed lightweight soil can not only store salt effectively, but also block salt migration, allowing salt crystallization within the soil, thereby reducing salt swelling damage.

Key words: saline soil, water-salt migration, separation faults, freeze-thaw cycles, foamed lightweight soil

中图分类号: TU 448
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