基坑冲升危险临界水头及破坏机制试验研究

IF 5.7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Xu-Wei Wang, Ye-Shuang Xu, Ge Gao
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引用次数: 0

摘要

在基坑工程中,突冲灾害是一个重大的风险,了解突冲破坏机制对减轻环境影响至关重要。通过室内试验研究了上冲灾害的破坏机制,重点研究了粘土表面裂缝的发育过程。这些试验检测了开挖表面下粘土层厚度的变化(T)和基坑长度与宽度的比值(R)。结果表明:随着T的增大,坑体抗上冲能力提高,表面裂纹形成的可能性增大;表面裂缝出现水头(HC)随T的增大而增大,与上冲灾害发生的临界水头(HU)相同。试验过程中坑内中心点粘土的最大竖向变形Dm1受坑短壁和长壁的综合影响,Dm1的峰值均出现在R = 2的试验中。这种形状的坑有利于防止上冲灾害,可以在地表裂缝发育过程中进行早期预警。根据变形程度和裂纹分布,确定了两种不同的破坏模式。破坏模式1的特征是粘土的变形不完全发育,是一种局部的渗流破坏,没有裂缝,最终导致上冲或突水危险。而2型破坏则是变形充分发育、裂缝突出的一般破坏。模式2进一步细分为模式2a和模式2b,前者表面裂缝集中在中心位置附近,后者沿壁面分布。研究结果为复杂条件下的实际工程提供了逆冲灾害的潜在破坏模式,并给出了HC、HU和R之间的定性规律,有利于预防逆冲灾害的发生。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Experimental investigation of the critical water head and failure mechanisms leading to uprush hazards in foundation pits

Experimental investigation of the critical water head and failure mechanisms leading to uprush hazards in foundation pits

Experimental investigation of the critical water head and failure mechanisms leading to uprush hazards in foundation pits

Uprush hazards represent a significant risk in foundation pit engineering, and understanding the failure mechanisms is critical for mitigating environmental impacts. Laboratory tests were conducted to investigate the failure mechanisms of uprush hazards, with a focus on the development process of surface cracks in clay. These tests examined the variations in the thickness of the clay layer underlying the excavation surface (T) and the ratio of the length to the width of the foundation pit (R). The results indicate that the anti-uprush capacity of the pit improves, and surface cracks are more likely to form as T increases. The water head for surface cracks appearance (HC) increases as T increases and same as the critical water head for uprush hazards occurrence (HU). The maximum vertical deformation of the clay at the central point inside the pit during the test process (Dm1) is constrained by comprehensive effect of the shorter and longer walls of pit, and all peak values of Dm1 were observed in tests where R equaled to 2 among all test types. Pit with this shape is advantageous for preventing uprush hazards, as it allows early warning in the process of surface crack development. Two distinct failure modes were identified based on the degree of deformation and the distribution of cracks. Failure Mode-1, characterized by non-fully developed deformation of the clay, represents a localized seepage failure without cracks, culminating in uprush or inrush hazards. In contrast, failure Mode-2 is a general failure accompanied by fully developed deformation and prominent cracks. Mode-2 was further subdivided into Mode-2a, in which surface cracks were concentrated near the central position, and Mode-2b, in which cracks were distributed along the wall sides. These findings provide potential failure modes of uprush hazards for actual engineering under complex conditions, accompanied with qualitive laws between HC, HU and R, which is beneficial for preventing the occurrence of uprush hazards.

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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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