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Soil behaviour in earthquake geotechnics /
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Oxford : New York :
Clarendon Press ; Oxford University Press,
1996.
|
| Colección: | Oxford engineering science series ;
45. Oxford science publications. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 020 | |a 0198562241 |q (hardcover) | ||
| 020 | |a 9780198562245 |q (hardcover) | ||
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| 037 | |b Knovel Corporation |n http://www.knovel.com | ||
| 050 | 4 | |a TA711 |b .I73 1996eb | |
| 070 | |a TA710.I73 |b 1996 | ||
| 072 | 0 | |a X400 | |
| 082 | 0 | 4 | |a 624.1/762 |2 22 |
| 049 | |a UAMI | ||
| 100 | 1 | |a Ishihara, Kenji. | |
| 245 | 1 | 0 | |a Soil behaviour in earthquake geotechnics / |c Kenji Ishihara. |
| 260 | |a Oxford : |b Clarendon Press ; |a New York : |b Oxford University Press, |c 1996. | ||
| 300 | |a 1 online resource (x, 350 pages) : |b illustrations, maps | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Oxford engineering science series ; |v 45 | |
| 490 | 1 | |a Oxford science publications | |
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a 1. Characteristics of Dynamic Problems -- 2. Characteristic Changes in Cyclic Stress in Typical Dynamic Loading Environments -- 3. The Representation of Stress-Strain Relations in Cyclic Loading -- 4. Apparatus and Procedures for Laboratory Tests -- 5. In Situ Survey by Wave Propagation -- 6. Low-Amplitude Shear Moduli -- 7. Strain Dependency of Modulus and Damping -- 8. Effect of Loading Speed and Stiffness Degradation of Cohesive Soils -- 9. Strengths of Cohesive Soils Under Transient and Cyclic Loading Conditions -- 10. Resistance of Sand to Cyclic Loading -- 11. Sand Behaviour Under Monotonic Loading -- 12. Evaluation of Liquefaction Resistance by In Situ Soundings -- 13. Analysis of Liquefaction -- 14. Settlement in Sand Deposits Following Liquefaction -- 15. Flow and Non-Flow Conditions and Residual Strength -- 16. Onset Condition for Liquefaction and Consequent Flow -- Appendix: Methods of Sample Preparation. | |
| 546 | |a English. | ||
| 590 | |a Knovel |b ACADEMIC - Mechanics & Mechanical Engineering | ||
| 590 | |a Knovel |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 650 | 0 | |a Soil dynamics. | |
| 650 | 0 | |a Earthquake engineering. | |
| 650 | 6 | |a Sols |x Dynamique. | |
| 650 | 6 | |a Génie parasismique. | |
| 650 | 7 | |a Earthquake engineering. |2 fast |0 (OCoLC)fst00900825 | |
| 650 | 7 | |a Soil dynamics. |2 fast |0 (OCoLC)fst01124362 | |
| 776 | 0 | 8 | |i Print version: |a Ishihara, Kenji. |t Soil behaviour in earthquake geotechnics. |d Oxford : Clarendon Press ; New York : Oxford University Press, 1996 |z 0198562241 |w (DLC) 95042038 |w (OCoLC)33245303 |
| 830 | 0 | |a Oxford engineering science series ; |v 45. | |
| 830 | 0 | |a Oxford science publications. | |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpSBEG0001/toc |z Texto completo |
| 994 | |a 92 |b IZTAP | ||