G. P. Raymond
- Bearing capacity of three closely-spaced footings on sand. Dans: Géotechnique, v. 34, n. 2 (juin 1984). (1984):
- A Non-Linear Theory of Consolidation. Dans: Géotechnique, v. 15, n. 2 (juin 1965). (1965):
- Modelling the dynamic response of railway track to wheel/rail impact loading. Dans: Structural Engineering and Mechanics, v. 2, n. 1 (mars 1994). (1994):
- Analysis of rail track structures (ARTS). Dans: Computers & Structures, v. 41, n. 6 (janvier 1991). (1991):
- Natural vibration analysis of rail track as a system of elastically coupled beam structures on Winkler foundation. Dans: Computers & Structures, v. 53, n. 6 (décembre 1994). (1994):