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1.Three-dimensional mechanical performance of primary support under different construction conditions is analyzed by using numerical modeling method. Through four different excavation methods, which are named as curve drift heading, CD, CRD and two-side wall drift heading method, respectively, safety performance of primary support and its effect of confining the wall rock deformation is researched, and the quality of these methods are assessed to recommend proper excavation method for corresponding conditions.
应用数值计算方法,对不同工法的隧道施工阶段初期支护三维力学性能进行了分析,研究了弧形导坑台阶法、中隔壁法(即CD法)、中壁交叉法(即CRD法)及双侧壁导坑法等工法条件下初期支护的安全性能及围岩变形约束效果,评价了不同工法的优劣性,并给出了相应条件下的推荐工法。收藏指正
2.to use pre-supporting method by pre-grouting tubes in small diameter; to excavat by the method of double-side pilot heading, to install facilities outside the boreholes to prevent water emerging, and to pour concrete wall and prevent water by grouting. The solution has provideed technical basis for the safety construction of this kind of tunnel.
根据厦门翔安海底隧道的设计要求和岩土条件,对该隧道的施工风险进行预测,针对海域风化深槽地段,加强地质超前探测、采用全断面帷幕注浆和辅助注浆、超前注浆小导管预支护、双侧壁导坑开挖方法、安装钻孔防突装置、钻孔快速注浆堵水和裂隙快速堵漏、浇注混凝土墙注浆防水,制定了较为详细的施工方案,为该类隧道安全施工提供一定技术支持.收藏指正
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