Foundation EngineeringNewnes, 14 Oca 1994 - 550 sayfa The object of this book is to shed light on the most important design aspects encountered in foundation engineering and to present basic design principles representative of the developed part of the world. Modern geotechnical investigation methods and their interpretation are exemplified. The philosophy of the new European code for geotechnical design is presented. The most important and practical aspects of ground modification techniques are included. This book can be used as a textbook for senior undergraduate and graduate students. It can also serve as a combined text- and handbook for professional engineers working in the field of geotechnical engineering. Line drawings and photographs accompany the text. |
İçindekiler
| 1 | |
| 4 | |
| 38 | |
CHAPTER 2 ROCK CLASSIFICATION | 55 |
CHAPTER 3 SOIL INVESTIGATIONS | 60 |
CHAPTER 4 SPREAD FOUNDATIONS | 105 |
CHAPTER 5 DEEP FOUNDATIONS | 155 |
CHAPTER 6 DYNAMICALLY LOADED FOUNDATIONS | 242 |
CHAPTER 8 EMBANKMENTS AND FILL ON SOFT SOIL | 313 |
CHAPTER 9 SLOPE STABILITY | 336 |
CHAPTER 10 EXCAVATION | 355 |
CHAPTER 11 SOIL IMPROVEMENT | 397 |
CHAPTER 12 ASPECTS OF GEOTECHNICAL DESIGN | 476 |
REFERENCES | 499 |
| 512 | |
CHAPTER 7 RETAINING STRUCTURES | 268 |
Sık kullanılan terimler ve kelime öbekleri
according active earth pressure analysis anchor angle of friction assumed bearing capacity c₁ calculated centre clay cohesionless soil cohesive soils columns compaction compression condition consolidation process contact pressure damping ratio deformation density depth determined diameter dynamic effective stress elastic embankment equal example factor of safety failure surface failure zone footing foundation geotechnical grain ground surface groundwater groundwater level hammer Hansbo horizontal hydraulic increase influence installation k₁ kN/m kN/m² layer limit liquid limit maximum method normally obtained oedometer oedometer tests overburden pressure parameters penetration permeability pile group pile tip plastic pore pressure pore water pressure preconsolidation pressure quick clay relation resistance rock sampling sand drains settlement shear modulus shear stresses sheet pile wall shown in Fig silt slope Solution stabilising stability stress wave subsoil t/m³ undrained shear strength v₁ vertical vibrations water content water saturation width yields