高渗透压岩体力学研究进展及其跨海工程应用
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1.合肥工业大学土木与水利工程学院;2.中铁十一局集团有限公司;3.中国铁道科学研究院集团有限公司铁道建筑研究所;4.中国铁路北京局集团有限公司;5.中铁四局集团有限公司;6.中铁五局集团有限公司

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TU452

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国家自然科学基金资助项目(52374085;42077249)


Advances in the mechanics of high osmotic pressure rock masses and its application to cross-sea engineering
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    摘要:

    我国海底隧道建设事业正如火如荼地开展,在推动交通和科技发展的同时,也面临着诸多挑战。其中,渗漏突水作为海底隧道建设面临的关键问题之一,是众多学者研究的重点。近年来,高渗透压岩体力学研究在理论与技术上取得丰硕成果,并被广泛应用于海底隧道突水灾害防治工作中。但由于海底施工条件的复杂性,目前关于海底隧道围岩失稳破坏演化过程和复杂地质隧道突水机制尚不明确,突水灾害风险预测方法仍不完善,严重制约着海底隧道建设事业的发展。文章对高渗透压岩体力学研究成果与海底隧道工程应用案例进行了整理,总结了高渗透压条件下岩体从细观裂隙扩展到宏观断裂过程规律的研究进展,对高渗透压作用下地质力学参数对隔水岩层致裂机理的影响效应、裂隙岩体渗透破坏演化规律、动应力作用下岩体裂隙的扩展规律、渗流裂隙场扩展过程可视化与重构技术进行了系统梳理,介绍了海底隧道建设过程面临的高渗透压、复杂地质和多场耦合等理论和技术难题,回顾了高渗透压岩体力学在海底隧道围岩稳定性控制、渗流突水防控、隔水层厚度计算中的应用情况,进一步探讨了高渗透压岩体力学在海底隧道施工风险控制中的应用前景,对海底隧道及其他水下工程突水灾害防治工作具有一定的理论和现实意义。

    Abstract:

    The construction of China's submarine tunnels is in full swing, and while promoting the development of transportation and science and technology, it is also facing many challenges. Among them, as one of the key problems facing the construction of submarine tunnels, water seepage and inrush is the focus of many scholars" research. In recent years, the research on the mechanics of high permeability rock has made fruitful achievements in theory and technology, and has been widely used in the prevention and control of water inrush disasters in submarine tunnels. However, due to the complexity of submarine construction conditions, the evolution process of destabilization and damage of peripheral rock in submarine tunnels and the mechanism of water inrush in complex geological tunnels are still unclear, and the method of predicting the risk of water inrush disaster is still imperfect, which seriously restricts the development of the construction of submarine tunnels. The article collates the research results of high osmotic pressure rock mechanics and the application cases of submarine tunnel engineering, summarizes the research progress of the rock from fine fissure expansion to macro fracture process law under high osmotic pressure conditions, and provides a detailed study on the influence of geomechanical parameters on the fracturing mechanism of the water barrier layer under high osmotic pressure, the evolution law of permeability damage of fissured rock, the expansion law of fissure of rock under the dynamic stress, and the visualization and reconstruction of the expansion process of the seepage fissure field. Introducing the theoretical and technical difficulties faced by the construction process of submarine tunnels, such as high osmotic pressure, complex geology and multi-field coupling, reviewing the application of high osmotic pressure rock mechanics in the control of the stability of the surrounding rocks of the submarine tunnels, prevention and control of seepage and water inrush, and the calculation of the thickness of the water barrier layer. It further discusses the application prospect of high permeability rock mechanics in the risk control of submarine tunnel construction, which has certain theoretical and practical significance for the prevention and control of water emergence disasters in submarine tunnels and other underwater projects.

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  • 收稿日期:2024-12-27
  • 最后修改日期:2024-12-27
  • 录用日期:2024-12-27
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