Scott, Ronald Fraser
- Gibson, Andrew Douglas (1997) Physical scale modeling of geotechnical structures at one-G; 10.7907/97V4-YE48
- Tan, Phalkun (1990) Numerical simulations of two-dimensional saturated granular media; 10.7907/e02e-mz83
- Allard, Marie-Agnès (1990) Soil Stress Field Around Driven Piles; 10.7907/GGE1-GC92
- Burridge, Paul Brian (1987) Failure of Slopes; 10.7907/2C4G-6R71
- Tan, Thiam-Soon (1986) Two-Phase Soil Study: A. Finite Strain Consolidation. B. Centrifuge Scaling Considerations; 10.7907/agt3-mf84
- Hushmand, Behnam (1984) Experimental Studies of Dynamic Response of Foundations; 10.7907/6TJK-6088
- Bardet, Jean-Pierre (1984) Application of Plasticity Theory to Soil Behavior: A New Sand Model; 10.7907/Z23J-9E80
- Christenson, John Eric (1982) Centrifugal model testing of foundation piles in axial loading; 10.7907/FDZ3-F478
- Ortiz, Louis Alexander (1982) Dynamic Centrifuge Testing of Cantilever Retaining Walls; 10.7907/vep9-1127
- van der Kogel, Hans (1977) Wave propagation in saturated porous media; 10.7907/5REP-HK49
- Lam, Ignatius Po-cheung (1976) Edge function method applied to thin plates resting on Winkler foundation; 10.7907/RCTX-T347
- Berrill, John Beauchamp (1975) A Study of High-Frequency Strong Ground Motion from the San Fernando Earthquake; 10.7907/B04E-Q851
- Lu, Tyzz-Dwo (1973) I. Constitutive Relations for a Granular Material. II. The Distribution of Stresses and Development of Failure at the Toe of a Slope and Around the Tip of a Crack; 10.7907/P0H6-TA75
- Baligh, Mohsen Mohamed (1972) Applications of plasticity theory to selected problems in soil mechanics; 10.7907/EAM0-H226
- Ko, Hon-Yim (1966) Static Stress-Deformation Characteristics of Sand; 10.7907/WWZB-SM07
- Bell, James Melvin (1965) Stress-Strain Characteristics of Cohesionless Granular Materials Subjected to Statically Applied Homogeneous Loads in an Open System; 10.7907/066B-HV20
- Meuris, Jean Maurice (1961) Design of a Granular Pressure Cell to be Used in Soils; 10.7907/BZGX-R355
- Long, Dennis Vernon (1961) Mechanics of Consolidation with Reference to Experimentally Sedimented Clays; 10.7907/1KZR-E375