粘性土壤干燥裂缝的断裂形态

IF 3 3区 工程技术 Q2 ENGINEERING, GEOLOGICAL Canadian Geotechnical Journal Pub Date : 2023-12-14 DOI:10.1139/cgj-2023-0099
Zhao-Lin Cai, C. Tang, Q. Cheng, Bin Shi
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引用次数: 0

摘要

干燥裂缝会破坏土壤的完整性并削弱其强度,从而在各个领域造成一系列有害后果。阐明开裂机理有助于控制裂缝扩展并降低相关风险。本研究使用测试土壤样本,监测并比较了干燥过程中土壤表面裂纹形态和土壤横截面断裂形态的演变。在土壤横截面上发现了多种断裂形态特征,包括起始点和羽状结构。根据起始点的位置,土壤断裂形态可分为三种情况,即 "顶部起始结构"、"底部起始结构 "和 "截断结构"。实验结果表明,梅花状结构是混合模式加载下裂纹前沿分裂的结果。混合模式 I+II 荷载下的开裂会导致横截面倾斜,从而产生弯曲表面裂纹。相反,在混合模式 I+III 荷载作用下产生的裂纹会导致横截面扭曲,从而产生裂纹线和阶梯结构。此外,裂缝前沿从起始点辐射开来,形成正交的裂缝线。这种几何关系证实,无论是在实验室测试还是实地观察中,土壤断裂形态都是开裂过程的良好指标。
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Fracture morphology of desiccation cracks in clayey soil
Desiccation cracks compromise soil integrity and weaken its strength, causing a range of detrimental consequences across various domains. Elucidating the cracking mechanism can aid in managing crack propagation and mitigating the associated risks. This study monitored and compared the evolution of crack patterns on the soil surface and fracture morphologies on the soil cross-section during the drying process using a tested soil sample. Multiple fracture morphological features are discerned on the soil cross-section, encompassing initiation points and plumose structures. Soil fracture morphologies are categorized into three cases based on the initiation point's location, referred to as "Top-initiated structure", "Bottom-initiated structure" and "Truncated structure". Experimental results demonstrate that plumose structures result from the division of the crack front under mixed-mode loading. Cracking under mixed-mode I+II loading leads to cross-section tilting, resulting in curved surface cracks. Conversely, cracking under mixed-mode I+III loading causes cross-section twisting, generating hackle lines and step structures. Furthermore, the crack front radiates from the initiation point, creating orthogonal hackle lines. The geometric relationship confirms that the soil fracture morphology is a good indicator of the cracking process, both in laboratory tests and field observations.
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来源期刊
Canadian Geotechnical Journal
Canadian Geotechnical Journal 地学-地球科学综合
CiteScore
7.20
自引率
5.60%
发文量
163
审稿时长
7.5 months
期刊介绍: The Canadian Geotechnical Journal features articles, notes, reviews, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.
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