Buch, Englisch, Book, Format (B × H): 155 mm x 235 mm
Buch, Englisch, Book, Format (B × H): 155 mm x 235 mm
Reihe: Sustainable Civil Infrastructures
ISBN: 978-3-319-49669-6
Verlag: Springer-Verlag GmbH
Zielgruppe
Research
Autoren/Hrsg.
Fachgebiete
- Technische Wissenschaften Technik Allgemein Konstruktionslehre und -technik
- Technische Wissenschaften Bauingenieurwesen Boden- und Felsmechanik, Geotechnik
- Technische Wissenschaften Verkehrstechnik | Transportgewerbe Meerestechnik, ablandige Plattformen
- Technische Wissenschaften Bauingenieurwesen Konstruktiver Ingenieurbau, Baustatik
- Technische Wissenschaften Maschinenbau | Werkstoffkunde Maschinenbau Konstruktionslehre, Bauelemente, CAD
- Geowissenschaften Geologie Geotechnik
Weitere Infos & Material
Detailed Table of Contents: Chapter (1):High-Retaining Structures1-1. General Guidelines, and Steps of thinking1-2. Cantilever Retaining Wall1-3. Retaining Wall With Relief Shelves Or Friction Slab1-4. Soil Reinforcement and Geosynthetics1-5. Deep Excavation 1-5.1. Diaphragm wall1-5.2. Retaining Piles1-5.2.1. Secant 1-5.2.2. Tangent1-5.3. Sheet Pile Wall1-5.3.1. Cantilever Wall1-5.3.2. Fixed-Free Wall1-5.3.3. Fixed-Hinged Wall1-5.4. Cellular Coffer Dams Chapter (2): Piles Practical Design’s Ways 2-1. Types of Piles and Which of Which to be selected2-2. General Guidelines, and Steps of thinking2-3. Small Diameter Piles Design’s Guidelines “D<60 cm”2-4. Large Diameter Piles Design’s Guidelines “D>=60 cm” 2-5. Pile Cap, Structural Design Guidelines Chapter (3): Differential Settlement’s Practical Solutions for Shallow Foundations3-1. Notes for the Differential Settlement and Contact Stress Calculations.3-2. Some ways of solution during the design process3-3. Some Ways of solution after Constructing3-4. General Guidelines for a Successful Superstructure’s Design satisfying the differential settlement Chapter (4): Raft Foundation’s Practical Solutions4-1. General Guidelines, and Steps of Solution4-2. Modulus of Subgrade Reactions’ Practical Calculations4-3. Guidelines on the settlement and differential settlement calculations4-4. Raft on Piles General Design’s Guidelines Chapter (5): Foundations on Problematic Soils 5-1. General Definitions and Guidelines of the Problematic Soils 5-2. Foundations on Expansive Soil5-3. Foundations on Collapsible Soil5-4. Foundations on Soft and Very Soft Clays5-4.1 Notes on the Soft and Very Soft Clays 5-4.2 Guidelines for the Practical ways of Soil Improvement5-4.3 Using Piles as a Solution5-4.4 Sand Drains with Pre-loading Pressure5-4.5 PVDs with Pre-loading Pressure5-4.6 Vacuumed Pressure with PVDs5-4.7 Lime, Cement, and the Injected Columns 5-4.8 Stone Columns Chapter (6): Practical Guidelines for designing Culverts, Tunnels and Underground Tanks 6-1. General types and Guidelines for Culverts Design and the Analysis of a Case Study6-2. General types and Guidelines for Tunnels Design and the Analysis of a Case Study6-3. General Guidelines for Underground Tanks Design and Construction for Case Studies Chapter (7): Dams Practical Design’s Guidelines7-1. General Notes on the Dams Types and Steps of Solutions7-2. Some Case Studies Presented with the Important Analyses Chapter (8): Practical Design of Towers’ Foundations 8-1. General Notes on the Towers’ Foundations Types8-2. Simplified, Using Graphs, and Unusual Design’s Steps of Towers’ Foundations Chapter (9): Practical Design of Footings Using Strut & Tie Method9-1. Definitions and Notes on the Strut & Tie Method “STM”9-2. Guidelines for the Shallow Foundations and Pile-Caps Analyses using STM