关注
Distinguished Professor Buddhima Indraratna
Distinguished Professor Buddhima Indraratna
Distinguished Professor of Civil Engineering, University of Technology Sydney (UTS)
在 uts.edu.au 的电子邮件经过验证 - 首页
标题
引用次数
引用次数
年份
Shear behavior of railway ballast based on large-scale triaxial tests
B Indraratna, D Ionescu, HD Christie
Journal of geotechnical and geoenvironmental Engineering 124 (5), 439-449, 1998
6371998
Advanced rail geotechnology–ballasted track
B Indraratna, C Rujikiatkamjorn, W Salim
CRC press, 2011
6222011
Effect of confining pressure on the degradation of ballast under cyclic loading
B Indraratna, J Lackenby, D Christie
Geotechnique 55 (4), 325-328, 2005
4572005
Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading
J Lackenby, B Indraratna, G McDowell, D Christie
Géotechnique 57 (6), 527-536, 2007
4522007
Numerical modeling of vertical drains with smear and well resistance installed in soft clay
B Indraratna, IW Redana
Canadian Geotechnical Journal 37 (1), 132-145, 2000
3942000
Plane-strain modeling of smear effects associated with vertical drains
B Indraratna, IW Redana
Journal of Geotechnical and Geoenvironmental Engineering 123 (5), 474-478, 1997
3731997
Experimental and numerical study of railway ballast behavior under cyclic loading
B Indraratna, PK Thakur, JS Vinod
International Journal of Geomechanics 10 (4), 136-144, 2010
3652010
Large-scale triaxial testing of grey wacke rockfill
B Indraratna, LSS Wijewardena, AS Balasubramaniam
Geotechnique 43 (1), 37-51, 1993
3541993
Laboratory determination of smear zone due to vertical drain installation
B Indraratna, IW Redana
Journal of geotechnical and geoenvironmental engineering 124 (2), 180-184, 1998
3521998
Field assessment of the performance of a ballasted rail track with and without geosynthetics
B Indraratna, S Nimbalkar, D Christie, C Rujikiatkamjorn, J Vinod
Journal of geotechnical and geoenvironmental engineering 136 (7), 907-917, 2010
3142010
Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading
B Indraratna, C Rujikiatkamjorn, I Sathananthan
Canadian Geotechnical Journal 42 (4), 994-1014, 2005
2702005
A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage
W Salim, B Indraratna
Canadian Geotechnical Journal 41 (4), 657-671, 2004
2682004
Behavior of fresh and fouled railway ballast subjected to direct shear testing: discrete element simulation
B Indraratna, NT Ngo, C Rujikiatkamjorn, JS Vinod
International Journal of Geomechanics 14 (1), 34-44, 2014
2672014
Analytical and numerical modeling of soft soil stabilized by prefabricated vertical drains incorporating vacuum preloading
B Indraratna, I Sathananthan, C Rujikiatkamjorn, AS Balasubramaniam
International Journal of Geomechanics 5 (2), 114-124, 2005
2642005
Geotechnical properties of ballast and the role of geosynthetics in rail track stabilisation
B Indraratna, H Khabbaz, W Salim, D Christie
Proceedings of the Institution of Civil Engineers-Ground Improvement 10 (3 …, 2006
2612006
Performance of test embankment constructed to failure on soft marine clay
B Indraratna, AS Balasubramaniam, S Balachandran
Journal of Geotechnical Engineering 118 (1), 12-33, 1992
2431992
Radial consolidation of clay using compressibility indices and varying horizontal permeability
B Indraratna, C Rujikiatkamjorn, I Sathananthan
Canadian Geotechnical Journal 42 (5), 1330-1341, 2005
2232005
Stress-strain degradation response of railway ballast stabilized with geosynthetics
B Indraratna, S Nimbalkar
Journal of geotechnical and geoenvironmental engineering 139 (5), 684-700, 2013
2212013
Modelling of particle breakage of coarse aggregates incorporating strength and dilatancy
B Indraratna, W Salim
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2002
2182002
Improved performance of railway ballast under impact loads using shock mats
S Nimbalkar, B Indraratna, SK Dash, D Christie
Journal of geotechnical and geoenvironmental engineering 138 (3), 281-294, 2012
2142012
系统目前无法执行此操作,请稍后再试。
文章 1–20