Study on Parameters of Grouting Reinforced Circle for Water-Rich and Soft Fault Fracture Zone in Tunnel

Author:

Li Zhi Peng1,Li Shu Cai1,Zhang Qing Song1,Zhang Xiao1,Wang De Ming1,Zhu Ming Ting1,Zhang Lian Zhen1

Affiliation:

1. Shandong University

Abstract

Water-rich and soft fault fracture zone is the geologic disaster source of water and mud outbursts in tunnel while the curtain grouting is an effective management method. To determine appropriate parameters of the grouting reinforced circle, depending on fluid-solid coupling theory and numerical simulation of the seepage fieldstress field, the influence of parameters to the water inflow and stability is analyzed while grouting effect was evaluated from the two aspects of reinforcement and water plugging. The conclusion show: the permeabilitystrength and thickness of the grouting reinforced circle are important factors of water inflow and surrounding stability while the choice of the thickness is inflected by the permeability and strength, when which reached a certain value the minimum thickness of the grouting reinforced circle is gotten.

Publisher

Trans Tech Publications, Ltd.

Reference7 articles.

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4. LI Pengfei, ZHANG Dingli. Study of distribution law of water pressure action on composite lining and reasonable parameters of grouting circle for subsea tunnel [J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(2): 280-288.

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