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Mechanics of granular materials : new models and constitutive relations : proceedings of the U.S./Japan Seminar on New Models and Constitutive Relations in the Mechanics of Granular Materials, Ithaca, New York, August 23-27, 1982 /
Mechanics of Granular Materials.
| Clasificación: | Libro Electrónico |
|---|---|
| Autores Corporativos: | , , |
| Otros Autores: | , |
| Formato: | Electrónico Congresos, conferencias eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; New York :
Elsevier,
1983.
|
| Colección: | Studies in applied mechanics ;
7. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
MARC
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| 111 | 2 | |a U.S./Japan Seminar on New Models and Constitutive Relations in the Mechanics of Granular Materials |d (1982 : |c Ithaca, N.Y.) | |
| 245 | 1 | 0 | |a Mechanics of granular materials : |b new models and constitutive relations : proceedings of the U.S./Japan Seminar on New Models and Constitutive Relations in the Mechanics of Granular Materials, Ithaca, New York, August 23-27, 1982 / |c edited by James T. Jenkins and Masao Satake. |
| 260 | |a Amsterdam ; |a New York : |b Elsevier, |c 1983. | ||
| 300 | |a 1 online resource (xi, 364 pages) : |b illustrations | ||
| 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 Studies in applied mechanics ; |v 7 | |
| 504 | |a Includes bibliographical references. | ||
| 506 | |3 Use copy |f Restrictions unspecified |2 star |5 MiAaHDL | ||
| 533 | |a Electronic reproduction. |b [Place of publication not identified] : |c HathiTrust Digital Library, |d 2010. |5 MiAaHDL | ||
| 538 | |a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002. |u http://purl.oclc.org/DLF/benchrepro0212 |5 MiAaHDL | ||
| 583 | 1 | |a digitized |c 2010 |h HathiTrust Digital Library |l committed to preserve |2 pda |5 MiAaHDL | |
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Front Cover; Mechanics of Granular Materials: New Models and Constitutive Relations; Copyright Page; PREFACE; TABLE OF CONTENTS; PARTICIPANTS; OBSERVERS; CHAPTER 1. STRESS AND FABRIC IN GRANULAR MASSES; ABSTRACT; INTRODUCTION; OVERALL STRESS; STRESS AND FABRIC; ACKNOWLEDGMENT; REFERENCES; CHAPTER 2. FUNDAMENTAL QUANTITIES IN THE GRAPH APPROACH TO GRANULAR MATERIALS; ABSTRACT; INTRODUCTION; FABRIC TENSOR; WEIGHTED FABRIC TENSOR; STRESS AND STRAIN; CONCLUDING REMARKS; REFERENCES; APPENDIX. | |
| 505 | 8 | |a Chapter 3. experimental micromechanical evaluation of the strength of granular materials: effects of particle rollingabstract; introduction; experiment; test results; particle rolling and fabric evolution; contact forces; conclusions; acknowledgments; references; chapter 4. induced anisotropy in assemblies of oval cross-sectional rods in biaxial compression; abstract; introduction; outline of the experiment; test results; evolution of fabric: induced anisotropy; conclusion; acknowledgments; references. | |
| 505 | 8 | |a Chapter 5. the significance of the fabric tensor in the deformation behavior of saturated sand in cyclic shearingabstract; introduction; fabric tensor; modified stress tensor and stress dilatancy equation; concluding remarks; acknowledgements; references; chapter 6. cyclic behavior of sand during rotation of principal stress axes; synopsis; introduction; triaxial torsion shear apparatus; test material and procedures; loading scheme; results of tests; plastic deformation during the rotation of the principal stress axes; conclusions; acknowledgements; references. | |
| 505 | 8 | |6 880-01 |a Introductionbasic stress-strain relationship on potential sliding plane; extension to three-dimensional state by spatial mobilized plane (smp) -- analysis of stress-strain behaviours under cyclic loading; conclusions; acknowledgement; references; chapter 10. a generalized relationship between the stress and the dilata.ncy in granular materials; abstract; introduction; dissipation of energy in granular material; relationship between stress and dilatancy; concluding remarks; (appendix) measurement of inhomogeneity of deformation field in two-dimensional granular model; references. | |
| 520 | |a Mechanics of Granular Materials. | ||
| 650 | 0 | |a Granular materials |v Congresses. | |
| 650 | 6 | |a Mat�eriaux granulaires |0 (CaQQLa)201-0017061 |v Congr�es. |0 (CaQQLa)201-0378219 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Engineering (General) |2 bisacsh | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Reference. |2 bisacsh | |
| 650 | 7 | |a Granular materials |2 fast |0 (OCoLC)fst00946463 | |
| 650 | 7 | |a Mecanica Das Estruturas. |2 larpcal | |
| 653 | |a Granular materials |a Mechanics | ||
| 655 | 7 | |a proceedings (reports) |2 aat |0 (CStmoGRI)aatgf300027316 | |
| 655 | 7 | |a Conference papers and proceedings |2 fast |0 (OCoLC)fst01423772 | |
| 655 | 7 | |a Conference papers and proceedings. |2 lcgft | |
| 655 | 7 | |a Actes de congr�es. |2 rvmgf |0 (CaQQLa)RVMGF-000001049 | |
| 700 | 1 | |a Jenkins, James T., |d 1942- | |
| 700 | 1 | |a Satake, Masao. | |
| 710 | 2 | |a National Science Foundation (U.S.) | |
| 710 | 2 | |a Nihon Gakujutsu Shink�okai. | |
| 776 | 0 | 8 | |i Print version: |a U.S./Japan Seminar on New Models and Constitutive Relations in the Mechanics of Granular Materials (1982 : Ithaca, N.Y.). |t Mechanics of granular materials. |d Amsterdam ; New York : Elsevier, 1983 |w (DLC) 83005616 |w (OCoLC)9392425 |
| 830 | 0 | |a Studies in applied mechanics ; |v 7. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444421920 |z Texto completo |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/09225382/7 |z Texto completo |
| 880 | 8 | |6 505-01/(S |a CHAPTER 7. DISCUSSION ON YIELD LOCI FOR SANDSABSTRACT; INTRODUCTION; TEST PROGRAM AND RESULTS; POSSIBLE MODIFICATION OF ISOTROPIC DOUBLE HARDENING MODEL; CONCLUSIONS; ACKNOWLEDGEMENT; REFERENCES; CHAPTER 8. A SIMPLE PROCEDURE TO PREDICT PORE-PRESSURE-RISE OF SATURATED GRANULAR SOILS DURING EARTHQUAKES; ABSTRACT; INTRODUCTION; PORE-PRESSURE-RISE MODEL; COMPARISONS WITH VOLUMETRIC STRAIN MODEL; DETERMINATION OF CONSTANTS C1 AND α; APPLICATION EXAMPLES; CONCLUSIONS; REFERENCES; CHAPTER 9. A STRESS-STRAIN MODEL FOR GRANULAR MATERIALS CONSIDERING THE MECHANISM OF FABRIC CHANGE; ABSTRACT. | |