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Interface mechanics of soil-metro tunnel on ground fissures

机译:地裂缝土地铁隧道的界面力学

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摘要

Ground fissures that are typical geo-hazards in Xi'an area may cause damage of various types of buildings, transportation facilities, city lifeline projects and resources, especially endangering the construction and running of Xi'an Subway. During ground fissures activity, mechanical characteristics of interface between stratum on fissure zones and metro tunnel are more complicated than that of normal foundations. Ground fissures in Xi'an area were introduced firstly, and models of land deformations and section destroy were found around Xi'an subway. Secondly, based on the interface mechanics, mechanical characteristics of interface between stratum on fissure and metro tunnel are studied, and void underneath of metro tunnel are were analysed emphatically. At last, the result of numerical simulation shows that distribution law and amount of frictional force, scale and location of void underneath, influence deformation and stress of tunnel; and then it also provides a theory basis for effective forecast evolution process of void underneath.
机译:在西安地区,典型的地质灾害地面裂缝可能会损坏各种类型的建筑物,交通设施,城市生命线项目和资源,尤其是危及西安地铁的建设和运营。在地裂缝活动期间,裂缝区地层与地铁隧道之间界面的力学特性比普通地基要复杂得多。首先介绍了西安地区的地裂缝,并在西安地铁附近发现了土地变形和断面破坏的模型。其次,基于界面力学,研究了裂隙地层与地铁隧道界面的力学特性,并着重分析了地铁隧道下方的空隙。最后,数值模拟结果表明,分布规律和摩擦力的大小,下方空隙的大小和位置,影响隧道的变形和应力。进而为有效的空洞预测演化过程提供理论依据。

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