Reply to the comment by M. Rahman on “Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils” by M. Belkhatir et al. [C. R. Mecanique 338 (2010) 290–303]

M. Belkhatir; H. Missoum; A. Arab; N. Della; T. Schanz

doi:10.1016/j.crme.2011.01.001

Reply to the comment by M. Rahman on “Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils” by M. Belkhatir et al. [C. R. Mecanique 338 (2010) 290–303]

M. Belkhatir ¹ ; H. Missoum ²; A. Arab ¹; N. Della ¹; T. Schanz ³

¹Laboratory of Materials Sciences & Environment, University of Chlef, BP 151, route de Sendjes, 02000 Chlef, Algeria
²Laboratory of Construction, Transports and Environment Protection, University of Mostaganem, Algeria
³Laboratory of Foundation Engineering, Soil & Rock Mechanics, Ruhr University of Bochum, Germany

Comptes Rendus. Mécanique, Volume 339 (2011) no. 1, pp. 63-66

refers to Comment on: “Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils” by M. Belkhatir, A. Arab, H. Missoum, T. Schanz [C. R. Mecanique 338 (2010) 290–303]

Published online: 2011-01-01

DOI: 10.1016/j.crme.2011.01.001

Author's affiliations:

M. Belkhatir ¹ ; H. Missoum ² ; A. Arab ¹ ; N. Della ¹ ; T. Schanz ³

¹ Laboratory of Materials Sciences & Environment, University of Chlef, BP 151, route de Sendjes, 02000 Chlef, Algeria
² Laboratory of Construction, Transports and Environment Protection, University of Mostaganem, Algeria
³ Laboratory of Foundation Engineering, Soil & Rock Mechanics, Ruhr University of Bochum, Germany

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     title = {Reply to the comment by {M.} {Rahman} on {{\textquotedblleft}Influence} of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils{\textquotedblright} by {M.} {Belkhatir} et al. {[C.} {R.} {Mecanique} 338 (2010) 290{\textendash}303]},
     journal = {Comptes Rendus. M\'ecanique},
     pages = {63--66},
     year = {2011},
     publisher = {Elsevier},
     volume = {339},
     number = {1},
     doi = {10.1016/j.crme.2011.01.001},
     language = {en},
}

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M. Belkhatir; H. Missoum; A. Arab; N. Della; T. Schanz. Reply to the comment by M. Rahman on “Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils” by M. Belkhatir et al. [C. R. Mecanique 338 (2010) 290–303]. Comptes Rendus. Mécanique, Volume 339 (2011) no. 1, pp. 63-66. doi: 10.1016/j.crme.2011.01.001

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[1] S. Zlatovic, K. Ishihara, On the influence of non plastic fines on residual strength, in: Proc. 1st Int. Conf. on Earthquake Eng., Tokyo, 1995, pp. 239–244.

[2] S. Thevanayagam; K. Ravishankar; S. Mohan Effect of fines on monotonic undrained shear strength of sandy soils, Geotechnical Testing J., Volume 20 (1997) no. 4, pp. 394-406

[3] T.C. Kenny, Residual strengths of mineral mixtures, in: Proc., 9th Int. Conf. Soil Mech. and Found. Eng., Tokyo, vol. 1, 1997, pp. 155–160.

[4] R. Kuerbis; D. Nagussey; Y.P. Vaid Effect of gradation and fines content on the undrained response of sand, Proc. Hyd. Fill. Struc. Geotech. Spec. Publ., vol. 21, ASCE, New York, 1988, pp. 330-345

[5] J.K. Mitchell Fundamental of Soil Behaviour, John Wiley Inter-science, New York, 1993

[6] M. Belkhatir; A. Arab; N. Della; H. Missoum; T. Schanz Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils, C. R. Mecanique, Volume 338 (2010), pp. 290-303

[7] M. Rahman Comment on: “Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils” by M. Belkhatir, A. Arab, H. Missoum, T. Schanz [C. R. Mecanique 338 (2010) 290–303], C. R. Mecanique, Volume 339 (2011) no. 1, pp. 58-62 | DOI

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