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赵凡, 姚雪, 胡芮, 李思凡, 黎俊豪. 三星堆祭祀区地表干缩开裂病害发育后期发展演化特征[J]. 岩土工程学报, 2025, 47(5): 1025-1035. DOI: 10.11779/CJGE20231288
引用本文: 赵凡, 姚雪, 胡芮, 李思凡, 黎俊豪. 三星堆祭祀区地表干缩开裂病害发育后期发展演化特征[J]. 岩土工程学报, 2025, 47(5): 1025-1035. DOI: 10.11779/CJGE20231288
ZHAO Fan, YAO Xue, HU Rui, LI Sifan, LI Junhao. Late-stage development and evolution characteristics of surface desiccation cracking in sacrifice area of Sanxingdui site[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(5): 1025-1035. DOI: 10.11779/CJGE20231288
Citation: ZHAO Fan, YAO Xue, HU Rui, LI Sifan, LI Junhao. Late-stage development and evolution characteristics of surface desiccation cracking in sacrifice area of Sanxingdui site[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(5): 1025-1035. DOI: 10.11779/CJGE20231288

三星堆祭祀区地表干缩开裂病害发育后期发展演化特征

Late-stage development and evolution characteristics of surface desiccation cracking in sacrifice area of Sanxingdui site

  • 摘要: 针对黏性土干缩开裂发育进程问题,以三星堆祭祀区考古遗址地表干缩开裂病害为对象,通过病害发育及赋存环境现场原位长时序监测,分析病害发育后期干缩裂隙发展演化特征,探讨病害发育与赋存环境的关联性、裂隙尺寸变化的作用方式和裂隙灌浆方法治理病害的可行性。结果表明,裂隙形态和尺寸变化主要表现为部分主干裂隙不断扩展及少量次级裂隙间歇性延伸或萌生,主干裂隙宽度和深度总体不断增大并趋于相对稳定,其尺寸越大,增大越明显。在主控环境因素地下土壤含水率时空变化驱动下,不同深度土体经历不同收缩阶段,加之裂块自身应力调整,抑制尺寸较小裂隙发育,导致裂隙尺寸变化呈现出时空分异性。采用裂隙灌浆治理病害从方法层面基本可行,关键在于选择裂隙发育相对稳定时间。

     

    Abstract: To explore the development process of desiccation cracking in clay soil, the desiccation cracking deterioration on the surface of the archaeological site in sacrifice area of Sanxingdui Ruins site is taken as the research object. The long-term and in-situ monitoring of desiccation cracking development is conducted along the concurrent environmental data collection. The data analysis focuses on studying the evolution characteristics of desiccation cracking at the late stage of deterioration development, exploring the correlation between desiccation cracking development and the environment, and investigating the feasibility of the grouting method based on the temporal characteristics of desiccation cracking. The results indicate that the development of desiccation cracking includes both morphological evolution and dimensional changes. Specifically, some primary main fractures demonstrate continuous expansion slowly, while a minority of the secondary fractures intermittently extend or emerge. Overall, the width and depth of the primary main fractures gradually increase and become stable over time. Larger fractures exhibit more obvious size increments during development. The moisture content of the soil is the predominant environmental factor influencing the desiccation cracking. Change in the controlling factor results in different development stages of fractures at varying depths within the soil, leading to intersecting fractures that form fracture blocks, and under the stress adjustment, smaller fractures are suppressed from developing, resulting in spatial and temporal heterogeneity in change of fractures sizes. Practical experience has demonstrated the feasibility of relieving desiccation cracking deterioration through the grouting method at stable periods of desiccation cracking development.

     

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