Submit an Article
Become a reviewer
Vol 204
Pages:
226
Download volume:

Theoretical basis of geomaterial accounted for induced and inherent anisotropy

Authors:
M. A. Karasev
About authors
  • National Mineral Resources University (Mining University)
Date submitted:
2012-11-18
Date accepted:
2013-01-04
Date published:
2013-05-01

Abstract

Analysis of anisotropy behavior of clays based on the laboratory testing and publication is presented. Microstructural physical model of interaction between clay aggregates is proposed. Mathematical description of geomaterial based on the microstructural consideration which  account for induce and inherent anisotropy is  suggested.

Go to volume 204

References

  1. Бугров А.К. Анизотропные грунты и основания сооружений / А.К.Бугров, А.И.Голубев. СПб, 1993. 245 с.
  2. Полищук Т.Г. Исследование закономерностей процесса консолидации анизотропных пород: Автореф. дис. канд. техн. наук. Л., 1985. 17 с.
  3. Фурса В.М. К изучению физико-механических свойств послеледниковых ленточных отложений // Грунтоведение и инженерная геология. Л., 1964. С.74-87.
  4. Фурса В.М. Строительные свойства грунтов в районе Ленинграда. Л., 1975. 142 с.
  5. Atkinson J.H. Anisotropic elastic deformation in laboratory tests on undisturbed London clay // Geotechnique. 1975. Vol.25. N.2. P.357-384.
  6. Barden L. Stresses and displacement in crossanisotropic soil // Geotechnique. 1963. Vol.13. N 3. P.198- 210.
  7. Bazant Z.P. Microplane model for concrete. II: Data delocalization and verification / Z.P.Bazant, Y.Xiang, М.D.Adley, P.C.Prat, S.A.Akers // J.Eng. Mech. 1996. Vol.123. N 3. P.255-262.
  8. Chang C.S. Micromechanical modeling of constructive relations for granular material // Micromechanics of granular materials. Amsterdam, 1988. P.271-279.
  9. Chang C. Elastoplastic Model for Clay with Microstructural Consideration / C.Chang, P.Hicher, Z.Yin, L.Kong // J. Eng. Mech. 2009. Vol.135(9). Р.917-931.
  10. Cudny M. On the modelling of anisotropy and destructuration of soft clays within the multi-laminate framework / M.Cudny and P.A.Vermeer // Computer and Geotechnic. 2004. Vol.31. P.1-22.
  11. Franklin A.G. Directional variation of elastic wave velocities in oriented clay/ A.G.Franklin, P.A.Mattson // Clay and clay minerals. 1972. Vol.20. P.285-293.
  12. Graham J. Anisotropic elasticity of natural clay / J.Graham, G.T.Houlsby // Geotechnique. 1983. Vol.33. N 2. P.165-180.
  13. Jenkins J.T. Volume change in small strain axisymmetric deformations of a granular material / J.T.Jenkins, M.Satake // Micromechanics of granular materials. Amsterdam, 1988. P.143-152.
  14. Karstunen M. Criterion for strain loca1ization based on multilaminate framework / M.Karstunen, G.N.Pande // Numerical mode1s in geomechanics. Rotteram, 1997. Р.199-204.
  15. Karstunen M. Strain localization in granular media using multilaminate framework / M.Karstunen, G.N.Pande // Applications of computational mechanics in geotechnical engineering. Rotterdam, 1997. Р.149-173.
  16. Kirkgard M.M. Anisotropy of normally consolidated San Francisco bay mud / M.M.Kirkgard, P.V.Lade
  17. // Geotechnical testing journal. 1991. Vol.14. N 3. P.231-246.
  18. Kirkpatric W.M. Directional properties of consoli- dated kaolin / W.M.Kirkpatric, I.A.Rennie // Geotechnique. 1972. Vol.22. N.1. P.166-169.
  19. Lo K.Y. Interpretation and significance of anisotropic deformation behavior of soft clays / K.Y.Lo, G.A.Leonards, C.Yuen // Norvegian Geotechnical Institute. 1977. N.117.
  20. Loh A.K. Directional variation in undrained shear strength and fabric of Winnipeg Upper Brown clay / A.K.Loh, R.T.Holt // Canadian Geotechnical Journal. 1974. Vol.11. N 3. P.430-437.
  21. Pande G.N. Multilaminate model of clays – a numerical evaluation of the influence of rotation of the principal stress axis / G.N.Pande, K.G.Sharma // Proc., Symp. on Implementation of Computer Procedures and Stress-Strain Laws in Geotechnical Engineering. 1982. Р.575-590.
  22. Rothenburg L. Micromechanical definitions of the Cauchy stress tensor for particular media / L.Rothenburg, A.P.S.Selvadurai // Mechanics of structured media. Amsterdam, 1981. P.469-486.
  23. Saada A.S The dynamic response of anisotropic clay. Earthquake engineering and soil dynamics / A.S.Saada, G.F.Bianchini, Palmer Shook L. // Pasadena, CA. 1978. Vol.1. P.777-801.
  24. Scharinger F. Multilaminate framework for modelling soil behaviour / F.Scharinger, H.F.Schweiger, V.Galavi // Proc. International Workshop on Constitutive Modelling. Development, Implementation, Evaluation and Application. Hong Kong, 2007. P.65-74.
  25. Schuller H. Application of a multilaminate model to simulation of shear band information in NATM-tunnelling / H.Schuller, H.F.Schweiger// Computer and geotechnics. 2002. Vol.29. P.501-524.
  26. Walton K. The effective elastic moduli of a random packing of spheres // J.Mech. Phys. Solids. 1987. Vol.35. P.213-226.
  27. Ward W.H. Properties of the London clay at the Ashford common shaft: insitu and undrained strength tests/ W.H.Ward, A.Marsland, S.G.Samuels // Geotechnique. 1965. Vol.15, N 4. P.321-344.
  28. Ward W.H. Further studies of the properties of London Clay/ W.H.Ward, S.G.Samuels, M.E.Gutler // Geotechnique. 1959. Vol.9. N.2. P.321-344.
  29. Wiltafsky Ch. A multilaminate model for normally consolidated clay: Ph.D. thesis / Gruppe Geotechnik Graz, Graz University of Technology. Graz, 2003. 18 р.
  30. Yong R.N. Anisotropic behavior of sensitive clay / R.N.Yong, V.Silvestri // Canadian Geotechnical Journal. 1979. Vol.16. N.2. P.335-350.

Similar articles

Algorithm to compute a flat rectangular coordinate, connectig of meridians and scale Gauss in 6-degree zone for geodetic coordinates
2013 V. N. Balandin, I. V. Menshikov, M. Ya. Bryn, Yu. G. Firsov, S. L. Shtern
Modelling stressedly-deformed condition of the soil massif including elements of the multipurpose facility with multystoried underground part
2013 P. A. Demenkov, D. A. Potemkin
Especially land managment and development trends of campuses
2013 O. A. Pasko
Ultrasonic control of the nonlinear elastic properties of the microcrumbling polycrystalline rocks
2013 V. M. Tsaplev, R. M. Ivanyuk, V. V. Zverevich
Influence condition of ground on complexity in the process open pit Kuzbas`s coal deposits
2013 R. A. Takranov, A. A. Litvinova
High technology of underground construction in mega-cities with dense urban
2013 M. G. Popov