柴建峰, 陈晓东, 孟凡超, 程新生, 孙连合, 羊小云, 李友龙, 李学文, 万仁凯. 2010: 港珠澳大桥主体工程初勘工作介绍. 工程地质学报, 18(S1): 154-158.
    引用本文: 柴建峰, 陈晓东, 孟凡超, 程新生, 孙连合, 羊小云, 李友龙, 李学文, 万仁凯. 2010: 港珠澳大桥主体工程初勘工作介绍. 工程地质学报, 18(S1): 154-158.
    CHAI Jianfeng, CHEN Xiaodong, MEN Fanchao, CHENG Xinsheng, SUN Lianhe, YANG Xiaoyun, LI Youlong, LI Xuewen, WAN Renkai. 2010: INTRODUCTION ON PRELIMINARY ENGINEERING GEOLOGIC INVESTIGATION OF THE MAIN CONSTRUCTION OF H-Z-M BRIDGE. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 154-158.
    Citation: CHAI Jianfeng, CHEN Xiaodong, MEN Fanchao, CHENG Xinsheng, SUN Lianhe, YANG Xiaoyun, LI Youlong, LI Xuewen, WAN Renkai. 2010: INTRODUCTION ON PRELIMINARY ENGINEERING GEOLOGIC INVESTIGATION OF THE MAIN CONSTRUCTION OF H-Z-M BRIDGE. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 154-158.

    港珠澳大桥主体工程初勘工作介绍

    INTRODUCTION ON PRELIMINARY ENGINEERING GEOLOGIC INVESTIGATION OF THE MAIN CONSTRUCTION OF H-Z-M BRIDGE

    • 摘要: 港珠澳大桥包含海中主体工程及两岸接线工程。主体工程初勘结合桥型、隧道和人工岛等不同结构形式,针对工程区基岩埋深变化大,地质地层复杂,构筑物多样等特点,提出专门勘察技术要求。结合设计和地层特征,钻孔终孔采取双控原则。根据人工岛筑岛工程需要,开展了两组海上抽水试验。勘察结果表明:虽然港珠澳大桥桥址区存在软土、风化岩、震陷及砂土液化等不良地质条件,但其影响程度有限,中-微风化花岗岩岩体坚硬结构完整,为良好的基础持力层。勘察成果为该阶段设计方案提供了地质支持。

       

      Abstract: Hongkong-Zhuhai-Macao Bridge includes main construction and connect project.Based on complex geologic investigation of HZM Bridge and multiplex structures of the project,special technical requirement for site investigation and organization is given.And the termination depth of boreholes is double control,strata characters and design needs.According to the construction of Artificial Islands,two marine water pump tests are taken.The SI and geotechnical results show,although there exist soft soil,total weather granite rock,Liquefaction of sand,seismic settlement of the soft soil,shallow gas and other adverse geologic actions,the intact and hard granite rock could be well base or pile end bearing stratum,and the exploration results can satisfy the design need and support the design scheme.At last briefly looks back the preliminary engineering geologic investigation of HZM Bridge.

       

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