Author

G P Raymond

Observed names: G Raymond, G. P. Raymond, G.P Raymond, G.P. Raymond, GP Raymond

Observed institutions: The University of Sydney, Queen's University, Queens University

OpenAlex ID: A5108404302

A Non-Linear Theory of Consolidation

1965 · E. H. Davis, G. P. Raymond · Géotechnique · 304

Bearing capacity of three closely-spaced footings on sand

1984 · J. Graham, G. P. Raymond, et al. · Géotechnique · 67

The Prediction of Consolidation Rates in a Cemented Clay

1968 · L. K Walker, G P Raymond · Canadian Geotechnical Journal · 54

Modelling the dynamic response of railway track to wheel/rail impact loading

1994 · Z. Cai, G.P. Raymond · STRUCTURAL ENGINEERING AND MECHANICS · 51

Estimate of Static Track Modulus Using Elastic Foundation Models

1994 · Zhenqi Cai, G P Raymond, et al. · Transportation Research Record Journal of the Transportation Research Board · 50

Theoretical Model for Dynamic Wheel/Rail and Track Interaction

1992 · Zhenqi Cai, G P Raymond · 37

Repeated compressive loading of Leda clay

1979 · G. P. Raymond, P. N. Gaskin, et al. · Canadian Geotechnical Journal · 31

Railway rehabilitation geotextiles

1999 · G Raymond · Geotextiles and Geomembranes · 29

Laboratory Survivability of Nonwoven Geotextiles on Open-Graded Crushed Aggregate

1999 · C.B. Elvidge, G.P. Raymond · Geosynthetics International · 19

Natural vibration analysis of rail track as a system of elastically coupled beam structures on Winkler foundation

1994 · Z. Cai, G.P. Raymond, et al. · Computers & Structures · 16

Equivalent Opening Size of Geotextiles

1983 · BS Gerry, GP Raymond · Geotechnical Testing Journal · 16

Repeated compressive loading of a sand

1979 · P. N. Gaskin, G. P. Raymond, et al. · Canadian Geotechnical Journal · 16

Consolidation of Deep Deposits of Homogeneous Clay

1969 · G. P. Raymond · Géotechnique · 13

Evaluation and suggested improvements to highway edge drains incorporating geotextiles

2000 · G.P Raymond, R.J Bathurst, et al. · Geotextiles and Geomembranes · 11

Field Performance of Open-graded Drainage Layers

1991 · J J Hajek, T Kazmierowski, et al. · Transportation Research Record Journal of the Transportation Research Board · 11

Stresses and Deformations in Railway Track

1977 · G P Raymond · 11

Estimating 1-dimensional Consolidation, Including Secondary Compression, of Clay Loaded From Overconsolidated to Normally Consolidated State

1976 · G P Raymond, Harvey E. Wahls · Special report - Transportation Research Board, National Research Council · 11

Anisotropic Consolidation of Leda Clay

1969 · L. K. Walker, G. P. Raymond · Canadian Geotechnical Journal · 11

Permeability Determination for Predicting Rates of Consolidation

1970 · G P Raymond, Mohamed Azzouz · 10

The In-Plane Permeability of Geotextiles

1983 · BS Gerry, GP Raymond · Geotechnical Testing Journal · 9

Monotonic Loading of Geogrid-reinforced Finite Depth Granular Material

1999 · Dave Walters, G P Raymond · 7

Dynamic Track Support Loading From Heavier and Faster Train Sets

1993 · G P Raymond, Zhenqi Cai · Transportation Research Record Journal of the Transportation Research Board · 7

Influence of Geosynthetic Reinforcement on Granular Soils

1995 · I Ismail, G P Raymond · Transportation Research Record Journal of the Transportation Research Board · 6

The Kars (Ontario) Embankment Foundation

1973 · G P Raymond · Performance of Earth and Earth-Supported Structures · 6

Use of a generalized beam/spring element to analyze natural vibration of rail track and its application

1994 · Z. Cai, G.P. Raymond · International Journal of Mechanical Sciences · 5

Works count: 90

Citation count: 862

H-index: 13

I10-index: 19