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QUACH WAI MENG [1]
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Effect of particle grading on the response of an idealized granular assemblage
Journal article
Yan W.M., Dong J.. Effect of particle grading on the response of an idealized granular assemblage[J]. International Journal of Geomechanics, 2011, 11(4), 276.
Authors:
Yan W.M.
;
Dong J.
Favorite
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TC[WOS]:
114
TC[Scopus]:
127
|
Submit date：2018/10/30
Constitutive Models
Dilatancy
Discrete Elements
Particle Size Distribution
Stress Strain Relations
Triaxial Tests
Three-stage full-range stress-strain model for stainless steels
Journal article
Quach W.M., Teng J.G., Chung K.F.. Three-stage full-range stress-strain model for stainless steels[J]. Journal of Structural Engineering, 2008, 134(9), 1518.
Authors:
Quach W.M.
;
Teng J.G.
;
Chung K.F.
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TC[WOS]:
165
TC[Scopus]:
218
|
Submit date：2018/10/30
Parameters
Stainless Steel
Stress Strain Relations
