复杂地质条件下EPB/TBM双模盾构施工关键技术

第1 章 绪论 ·································································001 1.1 盾构模式分类 ·················································003 1.2 双模盾构机概述 ··············································005 1.3 福州地铁4 号线双模盾构隧道工程概况 ···················009 第2 章 EPB/TBM双模盾构机选型与研制 ···························· 017 2.1 EPB/TBM 双模盾构机概述 ··································019 2.2 双模盾构机选型 ··············································021 2.3 双模盾构机研制 ··············································028 第3 章 双模盾构始发与到达技术 ······································· 053 3.1 工程概述 ······················································055 3.2 双模盾构机组装与调试技术 ·································057 3.3 端头加固技术 ·················································065 3.4 盾构始发控制技术 ············································080 3.5 盾构到达控制技术 ············································090 3.6 中间风井接收技术 ············································101 3.7 盾构空推通过中间风井施工技术 ···························104 第4 章 双模盾构掘进控制技术 ···········································109 4.1 EPB 模式掘进控制技术 ······································ 111 4.2 TBM 模式掘进控制技术 ····································· 117 4.3 HSP 超前地质预报技术 ······································128 4.4 EPB 模式穿越密集居民区沉降控制技术 ···················138