岩土力学 ›› 2025, Vol. 46 ›› Issue (7): 2135-2146.doi: 10.16285/j.rsm.2024.1272CSTR: 32223.14.j.rsm.2024.1272

• 基础理论与实验研究 • 上一篇    下一篇

工程碱性环境中泥炭土体结构性损伤试验研究

雷舒羽,曹净,刘海明,张兴文,张柠锐   

  1. 昆明理工大学 建筑工程学院,云南 昆明 650500
  • 收稿日期:2024-10-18 接受日期:2025-02-11 出版日期:2025-07-10 发布日期:2025-07-09
  • 通讯作者: 刘海明,男,1982年生,博士,副教授,主要从事环境岩土工程以及岩土地震工程研究。E-mail: hmliu@kust.edu.cn
  • 作者简介:雷舒羽,女,2000年生,硕士研究生,主要从事环境岩土工程的研究工作。E-mail: 20222210075@stu.kust.edu.cn
  • 基金资助:
    国家自然科学基金(No. 41967035)

Experimental study of structural damage to peat soil under alkaline conditions in engineering application

LEI Shu-yu, CAO Jing, LIU Hai-ming, ZHANG Xing-wen, ZHANG Ning-rui   

  1. Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, Yunnan 650500, China
  • Received:2024-10-18 Accepted:2025-02-11 Online:2025-07-10 Published:2025-07-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41967035).

摘要: 以水泥为主的碱性材料被广泛应用于泥炭地基土中时,碱化效应所产生的地下碱性环境可能对泥炭土造成不良影响,这对评价其工程性能极为关键。通过模拟实际工程中碱化效应下典型的工程碱性环境,从环境碱性分析以及泥炭土试样的表观形貌、抗压强度、固相物质和微观结构等方面开展系统性试验研究。结果表明,在Ca(OH)2和水泥水化碱性环境中,泥炭土中腐殖酸的溶蚀是导致土体结构损伤的关键因素,伴随腐殖酸不同程度的溶蚀,试样表观明显劣化、强度显著降低、固相物质持续损失、内部孔隙明显增大并形成贯通性孔隙、骨架结构逐渐疏松架空,泥炭土体发生结构性损伤。此外,Ca(OH)2碱性环境中Ca2+浸入试样、水泥水化碱性环境中水化产物生成累积,这部分物质补充可适当补偿泥炭土体结构,但其结构补偿作用弱于碱性环境对泥炭土体的结构损伤作用。研究结果可为地下工程中改善并提高泥炭土体工程性能提供新的思路。

关键词: Ca(OH)2碱性环境, 水泥水化碱性环境, 泥炭土, 土体结构性损伤, 腐殖酸

Abstract: When cement-based alkaline materials are extensively utilized in peat foundation soils, the subsurface alkaline environment resulting from alkalization may adversely affect the peat soil, which is critical for evaluating its engineering performance. A systematic experimental study was conducted to investigate these damaging effects by simulating typical engineering alkaline environments (Ca(OH)₂ and cement-hydration systems) and analyzing environmental alkalinity, specimen morphology, compressive strength, solid phase composition, and microstructure. Results indicate that humic acid dissolution constitutes the primary mechanism for soil structural degradation in both alkaline environments. Accompanied by varying degrees of humic acid leaching, specimens exhibited apparent morphological deterioration, significant reduction in strength, continuous loss of solid phase components, pore enlargement with interconnected network formation, and progressive loosening of the soil skeleton. These cumulative effects resulted in severe structural damage to the peat matrix. Furthermore, while Ca²⁺ infiltration occurred in Ca(OH)₂ environments and hydration products accumulated in cement systems,providing partial structural compensation,these beneficial effects were insufficient to offset the alkaline-induced degradation. The structural compensation effect was consistently outweighed by the corrosion and porosity-increasing impacts of the alkaline environments. These findings offer new perspectives for mitigating alkaline damage and enhancing the engineering performance of peat soils in underground construction applications.

Key words: Ca(OH)2 alkaline environment, cement-hydration alkaline environment, peat soil, soil structural damage, humic acid

中图分类号: TU447;TU52
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