|
|
|
|
|
|
|
|
1. |
Record Nr. |
UNINA9910878052803321 |
|
|
Autore |
Yao Zhanhu |
|
|
Titolo |
Key Construction Techniques for Large Diameter Shield Tunnel Crossing Circular Ventilation Shaft |
|
|
|
|
|
|
|
Pubbl/distr/stampa |
|
|
Singapore : , : Springer Singapore Pte. Limited, , 2024 |
|
©2024 |
|
|
|
|
|
|
|
|
|
ISBN |
|
|
|
|
|
|
Edizione |
[1st ed.] |
|
|
|
|
|
Descrizione fisica |
|
1 online resource (263 pages) |
|
|
|
|
|
|
Collana |
|
Key Technologies for Tunnel Construction under Complex Geological and Environmental Conditions Series |
|
|
|
|
|
|
|
|
Altri autori (Persone) |
|
|
|
|
|
|
|
|
Lingua di pubblicazione |
|
|
|
|
|
|
Formato |
Materiale a stampa |
|
|
|
|
|
Livello bibliografico |
Monografia |
|
|
|
|
|
Nota di contenuto |
|
Intro -- Preface -- Contents -- 1 Introduction -- 1.1 Current Development Status of Long Shield Tunnels -- 1.1.1 The Origin of Shield Tunnels and Their Development Abroad -- 1.1.2 The Development of Shield Tunnels in China -- 1.1.3 The Development Trend of Long Shield Tunnels -- 1.2 Development Status of Shield Tunnel Section Air Shaft and Station Passing Construction Methods -- 1.2.1 Development Status of Interval Air Shaft Construction -- 1.2.2 Development Status of Construction Methods for Interval Air Shaft Passing Through Stations -- 1.3 Current Application Status of Ultra-deep Circular Foundation Pits at Home and Abroad -- 1.3.1 Development Status of Circular Deep Foundation Pits -- 1.3.2 Characteristics and Development Trends of Circular Foundation Pit Technology -- 1.4 Based on the Background of the Engineering Project and the Main Risks of Large-Diameter Shield Tunnel Crossing Circular Air Shafts -- 1.4.1 Based on the Background of the Engineering Project -- 1.4.2 Main Risks of Large-Diameter Shield Tunnel Crossing Circular Air Shafts -- References -- 2 Construction Technology of Retaining System for Ultra-deep Circular Air Shaft Foundation Pit in Sensitive Environment Adjacent to River -- 2.1 Key Technical Issues -- 2.1.1 High Risk of Foundation Pit Dewatering in Sensitive Environments Near the River -- 2.1.2 Difficulty in Reinforcement Construction of Ultra- |
|
|
|
|