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Y. P. Vaid
Observed names:
Vaid Yoginder P.,
Vaid, Yoginder P.,
Vaid, Yoginder Pal,
Y P Vaid,
Y. Vaid,
Y.P. Vaid,
Y.P. Vaid,,
Yoginder P. Vaid
show all 8
Observed institutions:
University of British Columbia,
McMaster University
OpenAlex ID:
A5110100443
Liquefaction and Postliquefaction Behavior of Sand
1995
·
Y. P. Vaid
, J. Thomas
·
Journal of Geotechnical Engineering
·
247
Effect of Static Shear on Resistance to Liquefaction
1983
·
Y.P. Vaid
, J.C. Chern
·
SOILS AND FOUNDATIONS
·
238
PDF
Static and cyclic liquefaction potential of Fraser Delta sand in simple shear and triaxial tests
1996
·
Y P Vaid
, S Sivathayalan
·
Canadian Geotechnical Journal
·
237
Seepage forces and confining pressure effects on piping erosion
2000
·
S.S. Tomlinson
, Y.P. Vaid
·
Canadian Geotechnical Journal
·
225
PDF
Fundamental factors affecting liquefaction susceptibility of sands
2000
·
Y P Vaid
, S Sivathayalan
·
Canadian Geotechnical Journal
·
220
Sand Sample Preparation—The Slurry Deposition Method
1988
·
R. Kuerbis
, Y.P. Vaid
·
SOILS AND FOUNDATIONS
·
216
Stress path and steady state
1990
·
Y. P. Vaid
, E. K. F. Chung
, et al.
·
Canadian Geotechnical Journal
·
191
Confining stress and static shear effects in cyclic liquefaction
2001
·
Y.P. Vaid
, J.D. Stedman
, et al.
·
Canadian Geotechnical Journal
·
188
Cyclic and monotonic undrained response of saturated sand
1985
·
Y. P. Vaid
, J.C. Chern
·
182
Time-Dependent Behavior of Undisturbed Clay
1977
·
Yoginder P. Vaid
, Richard G. Campanella
·
Journal of the Geotechnical Engineering Division
·
159
Relative Density of Pluviated Sand Samples
1984
·
Y.P. Vaid
, Dawit Negussey
·
SOILS AND FOUNDATIONS
·
155
The strength and dilatancy of sand
1992
·
Y. P. Vaid
, S. Sasitharan
·
Canadian Geotechnical Journal
·
148
Influence of generalized initial state and principal stress rotation on the undrained response of sands
2002
·
S Sivathayalan
, Y P Vaid
·
Canadian Geotechnical Journal
·
141
Static liquefaction of sands under multiaxial loading
1998
·
M. Uthayakumar
, Y.P. Vaid
·
Canadian Geotechnical Journal
·
138
Effective stress response of clay to undrained cyclic loading
1994
·
M. Zergoun
, Y.P. Vaid
·
Canadian Geotechnical Journal
·
124
PDF
Liquefaction of Silty Soils
1994
·
Y. P. Vaid
·
124
Constant-volume friction angle of granular materials
1988
·
D. Negussey
, W. K. D. Wijewickreme
, et al.
·
Canadian Geotechnical Journal
·
110
Generalized stress-path-dependent soil behaviour with a new hollow cylinder torsional apparatus
1990
·
Y. P. Vaid
, A. Sayao
, et al.
·
Canadian Geotechnical Journal
·
106
Strain rate behaviour of Saint-Jean-Vianney clay
1979
·
Y. P. Vaid
, P. K. Robertson
, et al.
·
Canadian Geotechnical Journal
·
105
Confining Pressure, Grain Angularity, and Liquefaction
1985
·
Yoginder P. Vaid
, Jing C. Chern
, et al.
·
Journal of Geotechnical Engineering
·
101
Static Shear and Liquefaction Potential
1979
·
Yoginder P. Vaid
, W. D. Liam Finn
·
Journal of the Geotechnical Engineering Division
·
101
Instability and liquefaction of granular soils under undrained and partially drained states
1998
·
Y.P. Vaid
, A. Eliadorani
·
Canadian Geotechnical Journal
·
80
A Critical Assessment of Stress Nonuniformities in Hollow Cylinder Test Specimens
1991
·
A. Sayao
, Y.P. Vaid
·
SOILS AND FOUNDATIONS
·
78
Triaxial and Plane Strain Behavior of Natural Clay
1974
·
Yoginder P. Vaid
, Richard G. Campanella
·
Journal of the Geotechnical Engineering Division
·
77
Triaxial and Plane Strain Creep Rupture of an Undisturbed Clay
1974
·
R. G. Campanella
, Y. P. Vaid
·
Canadian Geotechnical Journal
·
77
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Works count:
84
Citation count:
4,710
H-index:
35
I10-index:
48
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