渗流作用及其对软岩层深埋隧道支护方案的影响

Wadslin Frenelus, Hui Peng, Jingyu Zhang
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引用次数: 0

摘要

深埋软岩隧道在渗流条件下的稳定性尤其受到关注。为了深入探讨渗流作用及其对此类结构支护方案的影响,本文以位于中国广西省的威来隧道围岩为研究对象。重点是结合莫吉-库仑强度准则和弹塑性理论,充分研究此类隧道围岩的渗流条件、应力、位移和塑性区半径。明确地说,本文通过考虑上述准则和非线性弹塑性方法,提出了渗流条件下软岩深埋隧道周围的应力、位移和塑性半径的分析方案。随后,基于应变软化模型,研究了渗流和软化对隧道周围岩石的耦合作用。为了研究相关影响因素对隧道稳定性的影响,对参数进行了深入研究。研究结果表明,深层软岩隧道的支护方案必须具有尽可能大的阻力,以更好地减少塑性区和围岩切向应力。此外,在各向异性渗流状态下,整个围岩的孔隙水压力扩散受到不均匀渗透系数的强烈影响。软化和渗流的综合效应对深埋隧道的围岩非常危险。研究还表明,渗流压力对塑性半径和隧道位移有很大影响。在高渗流压力下,隧道表面位移过大,动辄超过 400 毫米。为了更好地保证此类隧道的合理使用寿命,强烈建议使用可靠的远程传感器对其支护结构进行长期监测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Seepage Actions and Their Consequences on the Support Scheme of Deep-Buried Tunnels Constructed in Soft Rock Strata
The stability of deep soft rock tunnels under seepage conditions is of particular concern. Aiming at thoroughly discussing seepage actions and their consequences on the support schemes of such structures, the host rocks of the Weilai Tunnel situated in the Guangxi province of China are used as the research subject. Emphasis is placed on adequately examining the seepage conditions, stresses, displacements and plastic zone radii along the surrounding rocks of such tunnels, taking into consideration the Mogi–Coulomb strength criterion and the elastic-plastic theory. Explicitly, this article proposes analytical solutions for stresses, displacements and plastic radii around deep tunnels in soft rocks under seepage conditions by considering the aforesaid criterion and nonlinear elastoplastic approaches. Subsequently, based on the strain-softening model, the coupled actions of seepage and softening on the rocks surrounding the tunnel are studied. In order to investigate the effects of relevant influencing factors on tunnel stability, parametric studies are thoroughly examined. According to the results, it is revealed that the support scheme of deep soft rock tunnels must be of the highest resistance possible to better decrease the plastic zone and the tangential stress along the host rocks. Moreover, throughout the surrounding rocks, the dissemination of pore water pressure is strongly affected by the uneven permeability coefficient under anisotropic seepage states. The combined effects of softening and seepage are very dangerous for the surrounding rocks of deep-buried tunnels. It is also shown that the seepage pressure substantially affects the plastic radii and tunnel displacements. Under high seepage pressure, the surface displacements of the tunnel are excessive, easily exceeding 400 mm. To better guarantee the reasonable longevity of such tunnels, the long-term monitoring of their support structures with reliable remote sensors is strongly recommended.
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