黄永亮, 石志一, 王术明, 柴万里, 翟才雅. 2015: 基于变形理论的花岗岩地区地铁隧道围岩等级细分研究. 工程地质学报, 23(s1): 252-259. DOI: 10.13544/j.cnki.jeg.2015.s1.041
    引用本文: 黄永亮, 石志一, 王术明, 柴万里, 翟才雅. 2015: 基于变形理论的花岗岩地区地铁隧道围岩等级细分研究. 工程地质学报, 23(s1): 252-259. DOI: 10.13544/j.cnki.jeg.2015.s1.041
    HUANG Yongliang, SHI Zhiyi, WANG Shuming, CHAI Wanli, ZHAI Caiya. 2015: DEFORMATION THEORY OF GRANITE ROCK TUNNEL CONSTRUCTION BASED ON SUBDIVISION OF THE ROCK GRADE. JOURNAL OF ENGINEERING GEOLOGY, 23(s1): 252-259. DOI: 10.13544/j.cnki.jeg.2015.s1.041
    Citation: HUANG Yongliang, SHI Zhiyi, WANG Shuming, CHAI Wanli, ZHAI Caiya. 2015: DEFORMATION THEORY OF GRANITE ROCK TUNNEL CONSTRUCTION BASED ON SUBDIVISION OF THE ROCK GRADE. JOURNAL OF ENGINEERING GEOLOGY, 23(s1): 252-259. DOI: 10.13544/j.cnki.jeg.2015.s1.041

    基于变形理论的花岗岩地区地铁隧道围岩等级细分研究

    DEFORMATION THEORY OF GRANITE ROCK TUNNEL CONSTRUCTION BASED ON SUBDIVISION OF THE ROCK GRADE

    • 摘要: 目前施工阶段围岩等级细分研究是围岩分级研究的一个热点, 目的是为了解决当前围岩分级跨度大不能满足实际施工需要的困境。在地铁高速建设时代为更好指导地铁隧道顺利建设, 充分考虑城市地铁隧道建设特点, 以青岛地铁建设所处的典型花岗岩地层为工程地质背景, 利用数值模拟软件FLAC3D, 通过模拟不同岩体质量的围岩在浅地层不同埋深下的地表沉降情况对围岩稳定性进行评价, 基于不同围岩的稳定性差异将Ⅲ、Ⅳ、Ⅴ级围岩对应细分为2, 3, 3个亚级。并对分级方案做进一步分析认为影响围岩分级的主要因素为岩石强度和岩体完整性, 分级时应综合考虑两大因素。其中岩石强度为主导因素, 决定了围岩等级的大致范围。软岩由于具有显著流变特性不具有自稳能力, 施工时应做完备施工支护方案。

       

      Abstract: The present research stage grade of surrounding rock sub classification in construction is a hot spot in surrounding rock, the purpose is to solve the current classification of surrounding rock of large span can not meet the actual needs of the construction difficulties. Subdivision scheme of surrounding rock during construction stage level tend to develop specific engineering geology based on the background, so there will be more limited in scope, but the segmentation mechanism is universal. In the city the rapid development today, the subway to alleviate traffic pressure, improve the city traffic mode of excellent radiation force in the construction of large and medium-sized city. In order to better guide the subway tunnel construction, fully consider the characteristics of city subway tunnel construction, typical granite strata in Qingdao subway construction of the engineering geology background, by using numerical simulation software FLAC3D, the simulation of surrounding rock in different surrounding rock mass surface in shallow strata of different depth under the settlement to evaluate the stability of surrounding rock, stability difference the surrounding rock based on Ⅲ, IV, V rock corresponding subdivided into 2, 3, and 3 sub classes.

       

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