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现代隧道技术 2014, Vol. 51 Issue (1) :62-69    DOI:
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预筑拱控制软弱围岩变形机理的研究
(北京交通大学土木建筑工程学院,北京 100044)
On the Mechanism of Controlling Deformation of Weak Surrounding Rock with a Pre-Arch
(School of Civil Engineering, Beijing Jiaotong University, Beijing 100044)
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摘要  软弱围岩变形主要发生在掌子面前方,控制软弱围岩变形的关键环节是控制掌子面前方变形,即预收敛。预筑拱以其横向连续性好、施工速度快等特点在控制软弱围岩预收敛方面具有良好效果。文章通过FLAC3D建立三维数值模型,分析研究了预筑拱控制软弱围岩变形的机理。研究发现:(1)预筑拱能有效地控制隧道预收敛变形、收敛变形以及隧道上方围岩变形,围岩条件变差时预筑拱作用效果更加明显;(2)预筑拱能够有效地控制掌子面前方围岩的应力释放,从而有效地控制隧道上方坍落拱的发展范围,限制拱顶区坍落拱的分布区域,减少开挖对围岩的扰动,限制围岩应力重分布程度;(3)由于限制围岩应力释放,预筑拱所受围岩荷载比传统支护所受围岩荷载大。
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杜林林
王秀英
刘维宁
关键词 软弱围岩隧道   预筑拱   控制变形机理     
Abstract: Deformation of weak surrounding rock mainly occurs in front of the working face and the key point it is to control the deformation in front of the working face, i.e. pre-convergence. The pre-arch is characterized by good transverse continuity and rapid construction, and thus has positive effects on controlling the pre-convergence of weak surrounding rock. A 3D numerical model was set up by FLAC3D and the mechanism of the pre-arch to control deformation of weak surrounding rock was analyzed. Studies show that: (a) The pre-arch can effectively control the pre-convergence, convergence, and rock deformation above the tunnel. As rock conditions worsen, the effects of the pre-arch are more significant; (b) The pre-arch can effectively control the stress relief of the rock mass ahead of the working face and control the developing range of the collapsing arch above the tunnel, limit the distributing area of the collapsing arch at the tunnel crown, reduce the disturbance on surrounding rock, and restrict stress redistribution; and (c) Since stress relief is controlled, the rock load applied on the pre-arch is larger than that of conventional support.
Keywords Weak rock tunnel,   Pre-arch,   Mechanism of deformation control     
基金资助:基金项目:国家自然科学基金(51178026).
作者简介: 作者简介: 杜林林(1988-),男,研究生,主要研究隧道及地下工程的设计与施工,E-mail:linlindu07@163.com
引用本文:   
杜林林, 王秀英, 刘维宁 .预筑拱控制软弱围岩变形机理的研究[J]  现代隧道技术, 2014,V51(1): 62-69
DU Lin-Lin, Wang-Xiu-Ying, Liu-Wei-Ning .On the Mechanism of Controlling Deformation of Weak Surrounding Rock with a Pre-Arch[J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(1): 62-69
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