Newnes, 14 Oca 1994 - 519 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.
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CHAPTER 7 RETAINING STRUCTURES
active earth pressure analysis anchor angle of friction assumed bearing capacity bottom of excavation calculated centre clay coefﬁcient 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 Eurocode example factor of safety failure surface failure zone ﬁll ﬁnd ﬁrst ﬂow footing geotechnical grain ground surface groundwater level hammer Hansbo horizontal hydraulic inﬂuence installation kN/m layer limit liquid limit maximum method normally obtained oedometer tests overburden pressure parameters passive earth pressure penetration permeability pile group pile tip plastic pore pressure pore water pressure preconsolidation pressure quick clay raft 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 undrained shear strength vertical vibrations water content water saturated width yields