Zobrazeno 1 - 10
of 178
pro vyhledávání: '"B. Muhunthan"'
Publikováno v:
Géotechnique. 60:611-622
The granular structure of sands and other geomaterials makes them amongst the most difficult engineering materials to model. In this paper a recently developed thermomechanical procedure is used to derive constitutive models for sands undergoing tria
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07352febe0f949060d5d7a71fcfb5832
https://doi.org/10.1680/geot.8.p.127
https://doi.org/10.1680/geot.8.p.127
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 33:1255-1275
This paper studies the effects of initial fabric anisotropy of dry sand in simple shear deformation. The effects of anisotropy are taken into consideration through the modification of the mobilized friction in the Mohr–Coulomb-type yield surface as
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::707dfe2a81c92a7b5c5346fca72036d2
https://doi.org/10.1002/nag.768
https://doi.org/10.1002/nag.768
Publikováno v:
Géotechnique. 58:527-532
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca4497ffe382455559b04ae9984a78c4
https://doi.org/10.1680/geot.2008.58.6.527
https://doi.org/10.1680/geot.2008.58.6.527
Autor:
M. Sathishbalamurugan, B. Muhunthan
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 161:71-78
Numerical simulation of the deformation characteristics of an embankment on weak clay reinforced with stone columns was carried out using FLAC 3D software. The problem was also analysed by using equivalent criticalstate parameters of the composite gr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3024601e3283e268de7988a69de19ced
https://doi.org/10.1680/grim.2008.161.2.71
https://doi.org/10.1680/grim.2008.161.2.71
Publikováno v:
Géotechnique. 57:437-447
A novel conceptual model of the mechanics of sands is developed within a thermomechanical framework. Central to this model is the realisation that volume changes in granular materials are induced by two mechanisms. One is purely kinematic, and is a r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5319ed04a84f124b13a50aa3ad37b652
https://doi.org/10.1680/geot.2007.57.5.437
https://doi.org/10.1680/geot.2007.57.5.437
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 29:713-727
SUMMARY Many experiments on conical piles of granular materials have indicated, contrary to simple intuition that the maximum vertical stress does not occur directly beneath the sand-pile vertex but rather at some distance from the apex resulting in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2162ff5fa9c01196e285e15847b26b6b
https://doi.org/10.1002/nag.435
https://doi.org/10.1002/nag.435
Autor:
I. F. Collins, B. Muhunthan
Publikováno v:
Géotechnique. 53:611-618
Techniques of modern thermomechanics are used to analyse the stress–dilatancy relation for shear deformations of frictional, granular materials. Central to this approach is the recognition that in general, deformations of granular materials can inv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dec5c3947504d7ae2ad8239a3eb295e7
https://doi.org/10.1680/geot.2003.53.7.611
https://doi.org/10.1680/geot.2003.53.7.611
Autor:
B. Muhunthan, D. Olcott
Publikováno v:
Géotechnique. 52:541-544
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0345dfc3068b230c627634ffa93337fc
https://doi.org/10.1680/geot.52.7.541.38754
https://doi.org/10.1680/geot.52.7.541.38754