Theoretical basis of geomaterial accounted for induced and inherent anisotropy

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.