Statics of granular media

Statics of Granular Media focuses on the theory of limiting equilibrium of a granular medium. The book first discusses the limiting of equilibrium of a granular medium, including limiting conditions, limiting equilibrium of foundations, and limiting plane equilibrium of a granular medium. The text a...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Sokolovski�i, V. V. (Vadim Vasil�evich), 1912-1978
Formato: Electrónico eBook
Idioma:Inglés
Ruso
Publicado: Oxford, New York, Pergamon Press, 1965.
Edición:Completely rev. and enl. ed.
Temas:
Soil mechanics.
Earth pressure.
Stability.
M�ecanique des sols.
Pouss�ee des terres.
Stabilit�e.
soil mechanics.
earth pressure.
stability.
TECHNOLOGY & ENGINEERING > Civil > General.
Earth pressure
Soil mechanics
Stability
Acceso en línea:Texto completo

MARC

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082 0 4 |a 624.151 
100 1 |a Sokolovski�i, V. V.  |q (Vadim Vasil�evich),  |d 1912-1978. 
245 1 0 |a Statics of granular media  |c by V.V. Sokolovski�i. 
250 |a Completely rev. and enl. ed.  |b Translated by J.K. Lusher. English translation edited by A.W.T. Daniel. [1st ed.]. 
260 |a Oxford,  |a New York,  |b Pergamon Press,  |c 1965. 
300 |a 1 online resource (xiv, 270 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 
504 |a Includes bibliographical references (pages 263-266). 
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; Statics of Granular Media; Copyright Page; Table of Contents; PREFACE TO THE ENGLISH EDITION; PREFACE; INTRODUCTION; CHAPTER 1. LIMITING EQUILIBRIUM OF A GRANULAR MEDIUM; 1. LIMITING CONDITIONS; 2. LIMITING PLANE EQUILIBRIUM OF A GRANULAR MEDIUM; 3. EQUATIONS OF LIMITING PLANE EQUILIBRIUM; 4. LIMITING EQUILIBRIUM OF FOUNDATIONS; CHAPTER 2. STABILITY OF FOUNDATIONS AND SLOPES; 5. NORMAL RESTRAINING PRESSURE ON FOUNDATIONS; 6. NORMAL FAILURE PRESSURE ON FOUNDATIONS; 7. iNCLnsnBD RESTRAINING AND FAILURE PRESSURES; 8. STABILITY OF SLOPES; 9. SHAPE OF CURVILINEAR SLOPES 
505 8 |a 10. DISCONTINUOUS SOLUTIONSCHAPTER 3. PRESSURE OF A FILL ON RETAINING WALLS; 11. ACTIVE PRESSURE OF A FILL ON RETAINING WALLS; 12. PASSIVE PRESSURE OF A FILL ON RETAINING WALLS; 13. DISCONTINUOUS SOLUTIONS. BROKEN-BACK RETAINING WALLS; 14. CURVILINEAR RETAINING WALLS; 15. TWIN RETAINING WALLS; 16. LIMITING PLANE EQUILIBRIUM OF A LAMELLAR MEDIUM; CHAPTER 4. LIMITING EQUILIBRIUM OF A COHESIVE MEDIUM; 17. LIMITING PLANE EQUILIBRIUM OF A N IDEALLY COHESIVE MEDIUM; 18. STABILITY OF FOUNDATIONS; 19. SHAPE OF CURVILINEAR SLOPES. DISCONTINUOUS SOLUTIONS 
520 |a Statics of Granular Media focuses on the theory of limiting equilibrium of a granular medium. The book first discusses the limiting of equilibrium of a granular medium, including limiting conditions, limiting equilibrium of foundations, and limiting plane equilibrium of a granular medium. The text also focuses on the stability of foundations and slopes. Topics include normal restraining pressure on foundations; normal failure pressure on foundations; stability of slopes; and shape of curvilinear curves. The selection also highlights pressure of a fill on retaining walls, including active and p. 
546 |a English. 
650 0 |a Soil mechanics. 
650 0 |a Earth pressure. 
650 0 |a Stability. 
650 6 |a M�ecanique des sols.  |0 (CaQQLa)201-0029866 
650 6 |a Pouss�ee des terres.  |0 (CaQQLa)201-0030564 
650 6 |a Stabilit�e.  |0 (CaQQLa)201-0038294 
650 7 |a soil mechanics.  |2 aat  |0 (CStmoGRI)aat300065239 
650 7 |a earth pressure.  |2 aat  |0 (CStmoGRI)aat300056051 
650 7 |a stability.  |2 aat  |0 (CStmoGRI)aat300191653 
650 7 |a TECHNOLOGY & ENGINEERING  |x Civil  |x General.  |2 bisacsh 
650 7 |a Earth pressure  |2 fast  |0 (OCoLC)fst00900713 
650 7 |a Soil mechanics  |2 fast  |0 (OCoLC)fst01124463 
650 7 |a Stability  |2 fast  |0 (OCoLC)fst01131203 
776 0 8 |i Print version:  |a Sokolovski�i, V.V. (Vadim Vasil�evich), 1912-1978.  |t Statics of granular media.  |b Completely rev. and enl. ed.  |d Oxford, New York, Pergamon Press, 1965  |w (DLC) 63021098  |w (OCoLC)1637591 
856 4 0 |u https://sciencedirect.uam.elogim.com/science/book/9780080136240  |z Texto completo 
880 8 |6 505-00/(S  |a 20. PRESSURE OF A FILL ON RETAINING WALLS, DISCONTINUOUS SOLUTIONS21. LIMIΗ�NG PLANE EQUILIBRIUM OF A COHESIVE MEDIUM; 22. SPECIAL FORM OF THE LIMITING CONDITION; CHAPTER 5. LIMITING EQUILIBRIUM OF A WEDGE; 23. EQUATIONS OF LIMITING PLANE EQUILIBRIUM OF A WEDGE; 24. STABILITY OF FOUNDATIONS; 25. PRESSURE OF A F I L L ON RETAINING WALLS; 26. DISCONTINUOUS SOLUTIONS. STABILITY OF LAMELLAR FOUNDATIONS; BIBLIOGRAPHY; AUTHOR INDEX; SUBJECT INDEX 

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