第1 章 緒論 ·································································001 1.1 盾構模式分類 ·················································003 1.2 雙模盾構機概述 ··············································005 1.3 福州地鐵4 號線雙模盾構隧道工程概況 ···················009 第2 章 EPB/TBM雙模盾構機選型與研制 ···························· 017 2.1 EPB/TBM 雙模盾構機概述 ··································019 2.2 雙模盾構機選型 ··············································021 2.3 雙模盾構機研制 ··············································028 第3 章 雙模盾構始發(fā)與到達技術 ······································· 053 3.1 工程概述 ······················································055 3.2 雙模盾構機組裝與調試技術 ·································057 3.3 端頭加固技術 ·················································065 3.4 盾構始發(fā)控制技術 ············································080 3.5 盾構到達控制技術 ············································090 3.6 中間風井接收技術 ············································101 3.7 盾構空推通過中間風井施工技術 ···························104 第4 章 雙模盾構掘進控制技術 ···········································109 4.1 EPB 模式掘進控制技術 ······································ 111 4.2 TBM 模式掘進控制技術 ····································· 117 4.3 HSP 超前地質預報技術 ······································128 4.4 EPB 模式穿越密集居民區(qū)沉降控制技術 ···················138