,
- Baligh, Mohsen Mohamed (1972) Applications
of plasticity theory to selected problems in soil mechanics; 10.7907/EAM0-H226
- Hushmand, Behnam (1984) Experimental
Studies of Dynamic Response of Foundations; 10.7907/6TJK-6088
- van der Kogel, Hans (1977) Wave
propagation in saturated porous media; 10.7907/5REP-HK49
- Tan, Thiam-Soon (1986) Two-Phase
Soil Study: A. Finite Strain Consolidation. B. Centrifuge Scaling
Considerations; 10.7907/agt3-mf84
- 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
- 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
- Berrill, John Beauchamp (1975) A
Study of High-Frequency Strong Ground Motion from the San Fernando
Earthquake; 10.7907/B04E-Q851
- Ko, Hon-Yim (1966) Static
Stress-Deformation Characteristics of Sand; 10.7907/WWZB-SM07
- Bardet, Jean-Pierre (1984) Application
of Plasticity Theory to Soil Behavior: A New Sand Model; 10.7907/Z23J-9E80
- Ortiz, Louis Alexander (1982) Dynamic
Centrifuge Testing of Cantilever Retaining Walls; 10.7907/vep9-1127
- 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
- Long, Dennis Vernon (1961) Mechanics
of Consolidation with Reference to Experimentally Sedimented Clays;
10.7907/1KZR-E375
- Christenson, John Eric (1982) Centrifugal
model testing of foundation piles in axial loading; 10.7907/FDZ3-F478
- Meuris, Jean Maurice (1961) Design
of a Granular Pressure Cell to be Used in Soils; 10.7907/BZGX-R355
- Lam, Ignatius Po-cheung (1976) Edge
function method applied to thin plates resting on Winkler
foundation; 10.7907/RCTX-T347