Cargando…
Underground structures : design and instrumentation /
This book presents the most up to date information relevant to the design and instrumentation of underground structures. The structure might be a tunnel, shaft, cavern, or pressure unit, or a combination thereof. Empirical, rational, numerical, convergence and confinement, and discontinuity analysis...
| Clasificación: | Libro Electrónico |
|---|---|
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; New York : New York, NY, U.S.A. :
Elsevier ; Distributors for the U.S. and Canada, Elsevier Science Pub. Co.,
1989.
|
| Colección: | Developments in geotechnical engineering ;
59A. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
Tabla de Contenidos:
- Front Cover; Underground Structures: Design and Instrumentation; Copyright Page; Dedication; Preface; List of contributors; Selected SI conversion factors; Table of Contents; Chapter 1. Introduction; 1-1 General; 1-2 Common terms; 1-3 Planning; 1-4 Data collection; 1-5 Shape; 1-6 Size; 1-7 Gradient; 1-8 Horizontal curves; 1-9 Vertical curves; 1-10 Cover requirements; 1-11 Tunnel hydraulics; 1-12 Brief historical review; 1-13 Highlights in the history of tunneling; 1-14 Historic rates in tunneling; 1-15 Famous American tunnels; 1-16 Some famous tunnels around the world
- 1-17 Dimensions of some completed caverns1-18 Classifications of underground structures; 1-19 Code requirements; 1-20 System analysis; 1-21 Tolerances and surface finishes; 1-22 Quantity estimates; 1-23 Right-of-way; 1-24 Size of staging area during construction; 1-25 Protection of facilities; 1-26 Lighting; 1-27 Ventilation; 1-28 References; Chapter 2. Design Methods; 2-1 General; 2-2 Functional requirements; 2-3 Loading; 2-4 Terzaghi's rock load; 2-5 The ""Q"" system; 2-6 Rock structure rating; 2-7 Empirical design, rock mechanics rating; 2-8 Evaluation of empirical design approaches
- 2-9 Rational methods of design2-10 Flexibility and stiffness methods; 2-11 Convergence-confinement method; 2-12 NATM method; 2-13 Discontinuity analysis method; 2-14 Numerical methods; 2-15 References; Chapter 3. Numerical Methods; 3-1 Introduction; 3-2 Computational methods: numerical methods and their alternatives; 3-3 Applicability and use of numerical methods to tunnel engineering; 3-4 Description and comparison of numerical methods; 3-5 Mathematical treatment of numerical element methods
- 3-6 Modeling for numerical computations; 3-7 Modeling with the finite element method
- 3-8 Model versus measurement3-9 References; Chapter 4. Rock Reinforcement; 4-1 General; 4-2 Rock Reinforcement; 4-3 Types of rock bolts; 4-4 Rock reinforcement installation; 4-5 Parameters of design; 4-6 Design of rock reinforcement; 4-7 Pull out test; 4-8 Rock bolt instrumentations; 4-9 Field observation; Chapter 5. Underground Structures in Rock; 5-1 Introduction; 5-2 Design of indeterminate structures; 5-3 Shaft; 5-4 Cavern; 5-5 Pressure tunnels and shafts; 5-6 Intersections; 5-7 Multiple tunnels; 5-8 Very large structures; 5-9 References
- Chapter 6. Design and Analysis of Underground Structures in Swelling and Squeezing Rocks6-1 The phenomena; 6-2 Some cases; 6-3 Definition of swelling and squeezing mechanism; 6-4 Laboratory testing for swelling and squeezing; 6-5 Empirical and analytical methods for tunnels in swelling and squeezing rock; 6-6 Design and construction of tunnels in swelling and squeezing ground; 6-7 Conclusions; 6-8 References; Chapter 7. Underground Structures in Rock Burst Zones; 7-1 Introduction; 7-2 Burst mechanism; 7-3 Detection of rock burst-prone areas; 7-4 Rock burst prevention; 7-5 References