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Advances in soil liquefaction engineering / / Yoshimichi Tsukamoto, Kenji Ishihara
Advances in soil liquefaction engineering / / Yoshimichi Tsukamoto, Kenji Ishihara
Autore Tsukamoto Yoshimichi
Pubbl/distr/stampa Singapore : , : Springer, , [2022]
Descrizione fisica 1 online resource (195 pages)
Disciplina 624.1762
Collana Springer Series in Geomechanics and Geoengineering
Soggetto topico Earthquake engineering
Soil liquefaction
ISBN 981-15-5479-X
981-15-5478-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910743244603321
Tsukamoto Yoshimichi  
Singapore : , : Springer, , [2022]
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Design of pile foundations in liquefiable soils [[electronic resource] /] / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh
Design of pile foundations in liquefiable soils [[electronic resource] /] / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh
Autore Madabhushi Gopal
Pubbl/distr/stampa London, : Imperial College Press, c2010
Descrizione fisica 1 online resource (xiv, 217 p. ) : ill. (some col.)
Disciplina 624.154
Altri autori (Persone) KnappettJonathan
HaighStuart
Soggetto topico Piling (Civil engineering)
Soil-structure interaction
Soil liquefaction
Earthquake engineering
Soggetto genere / forma Electronic books.
ISBN 1-62870-097-1
1-282-75986-8
9786612759864
1-84816-363-0
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto 1. Performance of pile foundations. 1.1. Introduction. 1.2. Performance of pile foundations during earthquake loading. 1.3. Soil liquefaction and lateral spreading. 1.4. Performance of pile foundations in past earthquakes. 1.5. Modes of pile failure in liquefiable soils. 1.6. Summary -- 2. Inertial and kinematic loading. 2.1. Pile behaviour under earthquake loading. 2.2. Analysis of laterally loaded piles under static conditions. 2.3. Analysis of laterally loaded piles under earthquake loading. 2.4. Kinematic response in level ground. 2.5. Kinematic loading in laterally spreading soil. 2.6. Inertial response. 2.7. p-y analysis of piles. 2.8. Limit equilibrium analysis of piles subjected to earthquake loading. 2.9. Provisions in Eurocode 8. 2.10. Summary -- 3. Accounting for axial loading in level ground. 3.1. Liquefaction as a foundation hazard. 3.2. Influence of axial loading on pile failure. 3.3. Axial load transfer due to liquefaction. 3.4. Pile settlement. 3.5. Guidelines for designing against bearing failure. 3.6. Instability of single piles and pile groups. 3.7. Bearing vs. buckling failure. 3.8. Summary -- 4. Lateral spreading of sloping ground. 4.1. Liquefaction-induced lateral spreading. 4.2. Simple methods to estimate the extent of lateral spreading. 4.3. Effects of lateral spreading on pile foundations. 4.4. Recommendations on estimation of lateral loads for pile design -- 5. Axial loading on piles in laterally spreading ground. 5.1. Introduction. 5.2. Phasing of loads. 5.3. Peak lateral response of piled foundations. 5.4. Residual lateral response of piled foundations. 5.5. Validation of effects of axial pile load. 5.6. Recommendations for designing piles in laterally spreading ground -- 6. Design examples. 6.1. Introduction. 6.2. Design of piles under static loading. 6.3. Inertial and kinematic loading on piles in level ground. 6.4. Design of piles in level liquefiable ground. 6.5. Design of piles in sloping liquefiable ground. 6.6. Summary of inclusive design procedure.
Record Nr. UNINA-9910455601103321
Madabhushi Gopal  
London, : Imperial College Press, c2010
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Design of pile foundations in liquefiable soils [[electronic resource] /] / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh
Design of pile foundations in liquefiable soils [[electronic resource] /] / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh
Autore Madabhushi Gopal
Pubbl/distr/stampa London, : Imperial College Press, c2010
Descrizione fisica 1 online resource (xiv, 217 p. ) : ill. (some col.)
Disciplina 624.154
Altri autori (Persone) KnappettJonathan
HaighStuart
Soggetto topico Piling (Civil engineering)
Soil-structure interaction
Soil liquefaction
Earthquake engineering
ISBN 1-62870-097-1
1-282-75986-8
9786612759864
1-84816-363-0
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto 1. Performance of pile foundations. 1.1. Introduction. 1.2. Performance of pile foundations during earthquake loading. 1.3. Soil liquefaction and lateral spreading. 1.4. Performance of pile foundations in past earthquakes. 1.5. Modes of pile failure in liquefiable soils. 1.6. Summary -- 2. Inertial and kinematic loading. 2.1. Pile behaviour under earthquake loading. 2.2. Analysis of laterally loaded piles under static conditions. 2.3. Analysis of laterally loaded piles under earthquake loading. 2.4. Kinematic response in level ground. 2.5. Kinematic loading in laterally spreading soil. 2.6. Inertial response. 2.7. p-y analysis of piles. 2.8. Limit equilibrium analysis of piles subjected to earthquake loading. 2.9. Provisions in Eurocode 8. 2.10. Summary -- 3. Accounting for axial loading in level ground. 3.1. Liquefaction as a foundation hazard. 3.2. Influence of axial loading on pile failure. 3.3. Axial load transfer due to liquefaction. 3.4. Pile settlement. 3.5. Guidelines for designing against bearing failure. 3.6. Instability of single piles and pile groups. 3.7. Bearing vs. buckling failure. 3.8. Summary -- 4. Lateral spreading of sloping ground. 4.1. Liquefaction-induced lateral spreading. 4.2. Simple methods to estimate the extent of lateral spreading. 4.3. Effects of lateral spreading on pile foundations. 4.4. Recommendations on estimation of lateral loads for pile design -- 5. Axial loading on piles in laterally spreading ground. 5.1. Introduction. 5.2. Phasing of loads. 5.3. Peak lateral response of piled foundations. 5.4. Residual lateral response of piled foundations. 5.5. Validation of effects of axial pile load. 5.6. Recommendations for designing piles in laterally spreading ground -- 6. Design examples. 6.1. Introduction. 6.2. Design of piles under static loading. 6.3. Inertial and kinematic loading on piles in level ground. 6.4. Design of piles in level liquefiable ground. 6.5. Design of piles in sloping liquefiable ground. 6.6. Summary of inclusive design procedure.
Record Nr. UNINA-9910780732203321
Madabhushi Gopal  
London, : Imperial College Press, c2010
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Design of pile foundations in liquefiable soils / / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh
Design of pile foundations in liquefiable soils / / Gopal Madabhushi, Joanathan Knappett, Stuart Haigh
Autore Madabhushi Gopal
Edizione [1st ed.]
Pubbl/distr/stampa London, : Imperial College Press, c2010
Descrizione fisica 1 online resource (xiv, 217 p. ) : ill. (some col.)
Disciplina 624.154
Altri autori (Persone) KnappettJonathan
HaighStuart
Soggetto topico Piling (Civil engineering)
Soil-structure interaction
Soil liquefaction
Earthquake engineering
ISBN 1-62870-097-1
1-282-75986-8
9786612759864
1-84816-363-0
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto 1. Performance of pile foundations. 1.1. Introduction. 1.2. Performance of pile foundations during earthquake loading. 1.3. Soil liquefaction and lateral spreading. 1.4. Performance of pile foundations in past earthquakes. 1.5. Modes of pile failure in liquefiable soils. 1.6. Summary -- 2. Inertial and kinematic loading. 2.1. Pile behaviour under earthquake loading. 2.2. Analysis of laterally loaded piles under static conditions. 2.3. Analysis of laterally loaded piles under earthquake loading. 2.4. Kinematic response in level ground. 2.5. Kinematic loading in laterally spreading soil. 2.6. Inertial response. 2.7. p-y analysis of piles. 2.8. Limit equilibrium analysis of piles subjected to earthquake loading. 2.9. Provisions in Eurocode 8. 2.10. Summary -- 3. Accounting for axial loading in level ground. 3.1. Liquefaction as a foundation hazard. 3.2. Influence of axial loading on pile failure. 3.3. Axial load transfer due to liquefaction. 3.4. Pile settlement. 3.5. Guidelines for designing against bearing failure. 3.6. Instability of single piles and pile groups. 3.7. Bearing vs. buckling failure. 3.8. Summary -- 4. Lateral spreading of sloping ground. 4.1. Liquefaction-induced lateral spreading. 4.2. Simple methods to estimate the extent of lateral spreading. 4.3. Effects of lateral spreading on pile foundations. 4.4. Recommendations on estimation of lateral loads for pile design -- 5. Axial loading on piles in laterally spreading ground. 5.1. Introduction. 5.2. Phasing of loads. 5.3. Peak lateral response of piled foundations. 5.4. Residual lateral response of piled foundations. 5.5. Validation of effects of axial pile load. 5.6. Recommendations for designing piles in laterally spreading ground -- 6. Design examples. 6.1. Introduction. 6.2. Design of piles under static loading. 6.3. Inertial and kinematic loading on piles in level ground. 6.4. Design of piles in level liquefiable ground. 6.5. Design of piles in sloping liquefiable ground. 6.6. Summary of inclusive design procedure.
Record Nr. UNINA-9910826615803321
Madabhushi Gopal  
London, : Imperial College Press, c2010
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Design of pile foundations in liquefiable soils / Gopal Madabhushi, Jonathan Knappett, Stuart Haigh
Design of pile foundations in liquefiable soils / Gopal Madabhushi, Jonathan Knappett, Stuart Haigh
Autore Madabhushi, Gopal
Pubbl/distr/stampa London : Imperial College Press, c2010
Descrizione fisica xiv, 217 p. : ill. (some col.) ; 24 cm
Disciplina 624.152
Altri autori (Persone) Knappett, Jonathanauthor
Haigh, Stuartauthor
Soggetto topico Piling (Civil engineering)
Soil liquefaction
Earthquake engineering
ISBN 9781848163621
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNISALENTO-991003555659707536
Madabhushi, Gopal  
London : Imperial College Press, c2010
Materiale a stampa
Lo trovi qui: Univ. del Salento
Opac: Controlla la disponibilità qui
Earthquake-induced liquefaction features in the coastal setting of South Carolina and in the fluvial setting of the New Madrid seismic zone / / by S.F. Obermeier [and six others]
Earthquake-induced liquefaction features in the coastal setting of South Carolina and in the fluvial setting of the New Madrid seismic zone / / by S.F. Obermeier [and six others]
Autore Obermeier Stephen F.
Pubbl/distr/stampa Washington : , : United States Government Printing Office
Descrizione fisica 1 online resource (iv, 44 pages) : illustrations, maps
Disciplina 557.57
Collana U.S. Geological Survey professional paper
Soggetto topico Geology, Structural - South Carolina - Atlantic Coast
Geology, Structural - New Madrid Seismic Zone
Soil liquefaction
Geology, Structural
Classificazione 38.35
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910707093103321
Obermeier Stephen F.  
Washington : , : United States Government Printing Office
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Elements of infrastructure and seismic hazard in the central United States / / compiled by Russell L. Wheeler, Susan Rhea, and Arthur C. Tarr
Elements of infrastructure and seismic hazard in the central United States / / compiled by Russell L. Wheeler, Susan Rhea, and Arthur C. Tarr
Pubbl/distr/stampa Washington : , : U.S. Department of the Interior, U.S. Geological Survey, , 1994
Descrizione fisica 1 online resource (iii, 18 pages) + + 3 plates
Collana U.S. Geological Survey professional paper
Investigations of the New Madrid seismic zone
Soggetto topico Seismology - Middle West
Earthquake hazard analysis - Middle West
Soil liquefaction - Middle West
Earthquake hazard analysis
Seismology
Soil liquefaction
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Altri titoli varianti Infrastructure and seismic hazard in the central United States
Record Nr. UNINA-9910709709703321
Washington : , : U.S. Department of the Interior, U.S. Geological Survey, , 1994
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Guidance document : conducting paleoliquefaction studies for earthquake source characterization / / prepared by: M. Tuttle [and four others]
Guidance document : conducting paleoliquefaction studies for earthquake source characterization / / prepared by: M. Tuttle [and four others]
Autore Tuttle M. P.
Pubbl/distr/stampa Washington, DC : , : United States Nuclear Regulatory Commission, Office of Nuclear Regulatory Research, , January 2018
Descrizione fisica 1 online resource (various pagings) : illustrations
Soggetto topico Earthquake hazard analysis
Soil liquefaction
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Altri titoli varianti Guidance document
Record Nr. UNINA-9910709688003321
Tuttle M. P.  
Washington, DC : , : United States Nuclear Regulatory Commission, Office of Nuclear Regulatory Research, , January 2018
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Influence of fine particles on the liquefaction properties of a reference sand : application to the seismic response of a sand column on a vibrating table / / Zhehao Zhu
Influence of fine particles on the liquefaction properties of a reference sand : application to the seismic response of a sand column on a vibrating table / / Zhehao Zhu
Autore Zhu Zhehao
Edizione [1st ed. 2023.]
Pubbl/distr/stampa Cham, Switzerland : , : Springer Nature Switzerland AG, , [2023]
Descrizione fisica 1 online resource (208 pages)
Disciplina 551.22
Collana Springer Theses Series
Soggetto topico Soil liquefaction
ISBN 9783031242991
9783031242984
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Bibliographic Review -- Tested Materials, Equipment and Protocols -- Behaviour Under Monotonic Loading -- Behaviour Under Cyclic Loading -- Shaking Table Tests.
Record Nr. UNINA-9910659492503321
Zhu Zhehao  
Cham, Switzerland : , : Springer Nature Switzerland AG, , [2023]
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Issues in using liquefaction features for paleoseismic analysis / / Stephen F. Obermeier, Eric C. Pond
Issues in using liquefaction features for paleoseismic analysis / / Stephen F. Obermeier, Eric C. Pond
Autore Obermeier Stephen F.
Pubbl/distr/stampa Reston, Virginia : , : U.S. Department of the Interior, U.S. Geological Survey, , 1998
Descrizione fisica 1 online resource (38 pages) : illustrations
Collana U.S. Geological Survey open-file report
Soggetto topico Soil liquefaction
Paleoseismology
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910703615603321
Obermeier Stephen F.  
Reston, Virginia : , : U.S. Department of the Interior, U.S. Geological Survey, , 1998
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui