郭书兰, 阎长虹, 俞良晨, 侯壮壮, 李呈亮, 史晓忠, 王佳卿. 2019: 无锡地铁4号线某区段地基岩溶发育特征、地质灾害及其防治. 工程地质学报, 27(s1): 179-184. DOI: 10.13544/j.cnki.jeg.2019060
    引用本文: 郭书兰, 阎长虹, 俞良晨, 侯壮壮, 李呈亮, 史晓忠, 王佳卿. 2019: 无锡地铁4号线某区段地基岩溶发育特征、地质灾害及其防治. 工程地质学报, 27(s1): 179-184. DOI: 10.13544/j.cnki.jeg.2019060
    GUO Shulan, YAN Changhong, YU Liangchen, HOU Zhuangzhuang, LI Chengliang, SHI Xiaozhong, WANG Jiaqing. 2019: THE CHARACTERISTICS, CAUSES OF GEOLOGICAL DISASTERS AND PREVENTION OF SHALLOW COVERED KARST AT A TUNNEL SECTION OF THE WUXI METRO, JIANGSU PROVINCE, CHINA. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 179-184. DOI: 10.13544/j.cnki.jeg.2019060
    Citation: GUO Shulan, YAN Changhong, YU Liangchen, HOU Zhuangzhuang, LI Chengliang, SHI Xiaozhong, WANG Jiaqing. 2019: THE CHARACTERISTICS, CAUSES OF GEOLOGICAL DISASTERS AND PREVENTION OF SHALLOW COVERED KARST AT A TUNNEL SECTION OF THE WUXI METRO, JIANGSU PROVINCE, CHINA. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 179-184. DOI: 10.13544/j.cnki.jeg.2019060

    无锡地铁4号线某区段地基岩溶发育特征、地质灾害及其防治

    THE CHARACTERISTICS, CAUSES OF GEOLOGICAL DISASTERS AND PREVENTION OF SHALLOW COVERED KARST AT A TUNNEL SECTION OF THE WUXI METRO, JIANGSU PROVINCE, CHINA

    • 摘要: 近年来,在无锡的城市建设过程中,覆盖型岩溶引发的地质灾害问题越来越多。本文针对无锡地铁某区段地基中的浅覆盖型岩溶,运用跨孔地震CT技术对场地内的岩溶发育情况进行探测,发现:(1)场地内溶洞发育数量多,规模一般较小,溶洞埋深变化大;(2)场地内的溶洞往往与第四系地层贯通,溶洞之间联通性和富水性较好,溶洞顶板岩体强度低、稳定性差,对工程建设的影响较大;(3)根据溶洞的形状、发育位置、充填状态和充填物类型,本文将场地内的溶洞分为5种。针对这5种不同类型的溶洞,结合场地的工程地质条件,对隧道施工过程中可能出现的地质灾害问题进行了分析,同时给出相应的防治措施。该研究对拟建的地铁隧道的施工设计具有一定的参考和指导意义。

       

      Abstract: In recent years, in the process of urban construction in Wuxi, geological hazards caused by covered karst have become more and more problematic. In this paper, based on the covered karst in the foundation of a section of Wuxi Metro, the karst development in the site is detected by using the cross-hole seismic CT technique. It is found that:(1)there are many karst caves in the site, the scale is generally small, and the buried depth of the caves varies greatly; (2)The karst caves in the site often penetrate with the Quaternary strata, and the connectivity and water-richness of the karst caves are better between karst caves. The roof rockmass of karst caves has low strength and poor stability, which has a great impact on engineering construction; (3)According to the shape, development position, filling state and filling type of caves, this paper divides the caves into five types. In view of these five different types of caves, combined with the engineering geological conditions of the site, the geological disasters are studied and analysed, and corresponding prevention and control measures are given. This study has certain reference and guiding significance for the construction design of the proposed subway tunnel.

       

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