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Structural foundation designers' manual [[electronic resource] /] / W.G. Curtin ... [et al.]
Structural foundation designers' manual [[electronic resource] /] / W.G. Curtin ... [et al.]
Edizione [2nd ed. /]
Pubbl/distr/stampa Malden, MA, : Blackwell Pub., 2006
Descrizione fisica 1 online resource (390 p.)
Disciplina 624.15
Altri autori (Persone) CurtinW. G (William George)
SewardN. J
Soggetto topico Foundations
Structural design
ISBN 1-281-31933-3
9786611319335
0-470-76236-5
0-470-77506-8
0-470-77758-3
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Contents; Preface; Preface to First Edition; The Book's Structure and What It Is About; Acknowledgements; Authors' Biographies; Notation; PART 1:APPROACH AND FIRST CONSIDERATIONS; 1 Principles of Foundation Design; 1.1 Introduction; 1.2 Foundation safety criteria; 1.3 Bearing capacity; 1.3.1 Introduction; 1.3.2 Bearing capacity; 1.3.3 Presumed bearing value; 1.3.4 Allowable bearing pressure; 1.3.5 Non-vertical loading; 1.4 Settlement; 1.5 Limit state philosophy; 1.5.1 Working stress design; 1.5.2 Limit state design; 1.6 Interaction of superstructure and soil; 1.6.1 Example 1:Three pinned arch
1.6.2 Example 2:Vierendeel superstructure1.6.3 Example 3:Prestressed brick diaphragm wall; 1.6.4 Example 4:Composite deep beams; 1.6.5 Example 5:Buoyancy raft; 1.7 Foundation types; 1.7.1 Pad foundations; 1.7.2 Strip footings; 1.7.3 Raft foundations; 1.7.4 Piled foundations; 1.8 Ground treatment (geotechnical processes); 1.9 Changes of soil properties during excavation; 1.10 Post-construction foundation failure; 1.11 Practical considerations; 1.11.1 Example 6:Excavation in waterlogged ground; 1.11.2 Example 7:Variability of ground conditions
1.11.3 Example 8:Reliability of the soils investigation1.11.4 Example 9:Deterioration of ground exposed by excavation; 1.11.5 Example 10:Effect of new foundation on existing structure; 1.12 Design procedures; 1.13 References; 2 Soil Mechanics,Lab Testing and Geology; A:Soil mechanics; 2.1 Introduction to soil mechanics; 2.2 Pressure distribution through ground; 2.3 Bearing capacity; 2.3.1 Introduction to bearing capacity; 2.3.2 Main variables affecting bearing capacity; 2.3.3 Bearing capacity and bearing pressure; 2.3.4 Determination of ultimate bearing capacity
2.3.5 Safe bearing capacity - cohesionless soils2.3.6 Safe bearing capacity - cohesive soils; 2.3.7 Safe bearing capacity combined soils; 2.4 Settlement; 2.4.1 Introduction to settlement; 2.4.2 Void ratio; 2.4.3 Consolidation test; 2.4.4 Coefficient of volume compressibility; 2.4.5 Magnitude and rate of settlement; 2.4.6 Settlement calculations; 2.5 Allowable bearing pressure; 2.6 Conclusions; B:Laboratory testing; 2.7 Introduction to laboratory testing; 2.8 Classification (disturbed sample tests); 2.8.1 Particle size and distribution; 2.8.2 Density; 2.8.3 Liquidity and plasticity
2.8.4 General2.9 Undisturbed sample testing; 2.9.1 Moisture content; 2.9.2 Shear strength; 2.9.3 Consolidation tests (oedometer apparatus); 2.9.4 Permeability tests; 2.9.5 Chemical tests; 2.10 Summary of tests; 2.11 Analysis of results; 2.12 Final observations on testing; C:Geology; 2.13 Introduction to geology; 2.14 Formation of rock types; 2.15 Weathering of rocks; 2.16 Agents of weathering; 2.16.1 Temperature; 2.16.2 Water; 2.16.3 Wind; 2.16.4 Glaciation; 2.17 Earth movement; 2.17.1 Folds,fractures and faults; 2.17.2 Dip and strike; 2.17.3 Jointing; 2.17.4 Drift
2.18 Errors in borehole interpretation
Record Nr. UNINA-9910145425703321
Malden, MA, : Blackwell Pub., 2006
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Structural foundation designers' manual [[electronic resource] /] / W.G. Curtin ... [et al.]
Structural foundation designers' manual [[electronic resource] /] / W.G. Curtin ... [et al.]
Edizione [2nd ed. /]
Pubbl/distr/stampa Malden, MA, : Blackwell Pub., 2006
Descrizione fisica 1 online resource (390 p.)
Disciplina 624.15
Altri autori (Persone) CurtinW. G (William George)
SewardN. J
Soggetto topico Foundations
Structural design
ISBN 1-281-31933-3
9786611319335
0-470-76236-5
0-470-77506-8
0-470-77758-3
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Contents; Preface; Preface to First Edition; The Book's Structure and What It Is About; Acknowledgements; Authors' Biographies; Notation; PART 1:APPROACH AND FIRST CONSIDERATIONS; 1 Principles of Foundation Design; 1.1 Introduction; 1.2 Foundation safety criteria; 1.3 Bearing capacity; 1.3.1 Introduction; 1.3.2 Bearing capacity; 1.3.3 Presumed bearing value; 1.3.4 Allowable bearing pressure; 1.3.5 Non-vertical loading; 1.4 Settlement; 1.5 Limit state philosophy; 1.5.1 Working stress design; 1.5.2 Limit state design; 1.6 Interaction of superstructure and soil; 1.6.1 Example 1:Three pinned arch
1.6.2 Example 2:Vierendeel superstructure1.6.3 Example 3:Prestressed brick diaphragm wall; 1.6.4 Example 4:Composite deep beams; 1.6.5 Example 5:Buoyancy raft; 1.7 Foundation types; 1.7.1 Pad foundations; 1.7.2 Strip footings; 1.7.3 Raft foundations; 1.7.4 Piled foundations; 1.8 Ground treatment (geotechnical processes); 1.9 Changes of soil properties during excavation; 1.10 Post-construction foundation failure; 1.11 Practical considerations; 1.11.1 Example 6:Excavation in waterlogged ground; 1.11.2 Example 7:Variability of ground conditions
1.11.3 Example 8:Reliability of the soils investigation1.11.4 Example 9:Deterioration of ground exposed by excavation; 1.11.5 Example 10:Effect of new foundation on existing structure; 1.12 Design procedures; 1.13 References; 2 Soil Mechanics,Lab Testing and Geology; A:Soil mechanics; 2.1 Introduction to soil mechanics; 2.2 Pressure distribution through ground; 2.3 Bearing capacity; 2.3.1 Introduction to bearing capacity; 2.3.2 Main variables affecting bearing capacity; 2.3.3 Bearing capacity and bearing pressure; 2.3.4 Determination of ultimate bearing capacity
2.3.5 Safe bearing capacity - cohesionless soils2.3.6 Safe bearing capacity - cohesive soils; 2.3.7 Safe bearing capacity combined soils; 2.4 Settlement; 2.4.1 Introduction to settlement; 2.4.2 Void ratio; 2.4.3 Consolidation test; 2.4.4 Coefficient of volume compressibility; 2.4.5 Magnitude and rate of settlement; 2.4.6 Settlement calculations; 2.5 Allowable bearing pressure; 2.6 Conclusions; B:Laboratory testing; 2.7 Introduction to laboratory testing; 2.8 Classification (disturbed sample tests); 2.8.1 Particle size and distribution; 2.8.2 Density; 2.8.3 Liquidity and plasticity
2.8.4 General2.9 Undisturbed sample testing; 2.9.1 Moisture content; 2.9.2 Shear strength; 2.9.3 Consolidation tests (oedometer apparatus); 2.9.4 Permeability tests; 2.9.5 Chemical tests; 2.10 Summary of tests; 2.11 Analysis of results; 2.12 Final observations on testing; C:Geology; 2.13 Introduction to geology; 2.14 Formation of rock types; 2.15 Weathering of rocks; 2.16 Agents of weathering; 2.16.1 Temperature; 2.16.2 Water; 2.16.3 Wind; 2.16.4 Glaciation; 2.17 Earth movement; 2.17.1 Folds,fractures and faults; 2.17.2 Dip and strike; 2.17.3 Jointing; 2.17.4 Drift
2.18 Errors in borehole interpretation
Record Nr. UNISA-996213952903316
Malden, MA, : Blackwell Pub., 2006
Materiale a stampa
Lo trovi qui: Univ. di Salerno
Opac: Controlla la disponibilità qui
Structural foundation designers' manual / / W.G. Curtin ... [et al.]
Structural foundation designers' manual / / W.G. Curtin ... [et al.]
Edizione [2nd ed. /]
Pubbl/distr/stampa Malden, MA, : Blackwell Pub., 2006
Descrizione fisica 1 online resource (390 p.)
Disciplina 624.15
Altri autori (Persone) CurtinW. G (William George)
SewardN. J
Soggetto topico Foundations
Structural design
ISBN 9786611319335
9781281319333
1281319333
9780470762363
0470762365
9780470775066
0470775068
9780470777589
0470777583
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Contents; Preface; Preface to First Edition; The Book's Structure and What It Is About; Acknowledgements; Authors' Biographies; Notation; PART 1:APPROACH AND FIRST CONSIDERATIONS; 1 Principles of Foundation Design; 1.1 Introduction; 1.2 Foundation safety criteria; 1.3 Bearing capacity; 1.3.1 Introduction; 1.3.2 Bearing capacity; 1.3.3 Presumed bearing value; 1.3.4 Allowable bearing pressure; 1.3.5 Non-vertical loading; 1.4 Settlement; 1.5 Limit state philosophy; 1.5.1 Working stress design; 1.5.2 Limit state design; 1.6 Interaction of superstructure and soil; 1.6.1 Example 1:Three pinned arch
1.6.2 Example 2:Vierendeel superstructure1.6.3 Example 3:Prestressed brick diaphragm wall; 1.6.4 Example 4:Composite deep beams; 1.6.5 Example 5:Buoyancy raft; 1.7 Foundation types; 1.7.1 Pad foundations; 1.7.2 Strip footings; 1.7.3 Raft foundations; 1.7.4 Piled foundations; 1.8 Ground treatment (geotechnical processes); 1.9 Changes of soil properties during excavation; 1.10 Post-construction foundation failure; 1.11 Practical considerations; 1.11.1 Example 6:Excavation in waterlogged ground; 1.11.2 Example 7:Variability of ground conditions
1.11.3 Example 8:Reliability of the soils investigation1.11.4 Example 9:Deterioration of ground exposed by excavation; 1.11.5 Example 10:Effect of new foundation on existing structure; 1.12 Design procedures; 1.13 References; 2 Soil Mechanics,Lab Testing and Geology; A:Soil mechanics; 2.1 Introduction to soil mechanics; 2.2 Pressure distribution through ground; 2.3 Bearing capacity; 2.3.1 Introduction to bearing capacity; 2.3.2 Main variables affecting bearing capacity; 2.3.3 Bearing capacity and bearing pressure; 2.3.4 Determination of ultimate bearing capacity
2.3.5 Safe bearing capacity - cohesionless soils2.3.6 Safe bearing capacity - cohesive soils; 2.3.7 Safe bearing capacity combined soils; 2.4 Settlement; 2.4.1 Introduction to settlement; 2.4.2 Void ratio; 2.4.3 Consolidation test; 2.4.4 Coefficient of volume compressibility; 2.4.5 Magnitude and rate of settlement; 2.4.6 Settlement calculations; 2.5 Allowable bearing pressure; 2.6 Conclusions; B:Laboratory testing; 2.7 Introduction to laboratory testing; 2.8 Classification (disturbed sample tests); 2.8.1 Particle size and distribution; 2.8.2 Density; 2.8.3 Liquidity and plasticity
2.8.4 General2.9 Undisturbed sample testing; 2.9.1 Moisture content; 2.9.2 Shear strength; 2.9.3 Consolidation tests (oedometer apparatus); 2.9.4 Permeability tests; 2.9.5 Chemical tests; 2.10 Summary of tests; 2.11 Analysis of results; 2.12 Final observations on testing; C:Geology; 2.13 Introduction to geology; 2.14 Formation of rock types; 2.15 Weathering of rocks; 2.16 Agents of weathering; 2.16.1 Temperature; 2.16.2 Water; 2.16.3 Wind; 2.16.4 Glaciation; 2.17 Earth movement; 2.17.1 Folds,fractures and faults; 2.17.2 Dip and strike; 2.17.3 Jointing; 2.17.4 Drift
2.18 Errors in borehole interpretation
Record Nr. UNINA-9910820242003321
Malden, MA, : Blackwell Pub., 2006
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui