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 |
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 | ||
|
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 | ||
|
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 | ||
|
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 | ||
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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 | ||
|
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 | ||
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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 | ||
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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 | ||
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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 | ||
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