Soils and Foundations

Titel Veröffentlichungsdatum Sprache Zitate
A Sample Preparation Method and its Effect on Static and Cyclic Deformation-Strength Properties of Sand1982/03/01English236
Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitation2012/06/01English220
Mechanism of Wave-Induced Liquefaction and Densification in Seabed1990/12/01English203
Volume Change of Clays Induced by Heating as Observed in Consolidation Tests1993/12/01English202
The Influence of Particle Breakage on the Location of the Critical State Line of Sands2011/08/01English198
Maximum and Minimum Void Ratio Characteristics of Sands2002/12/01English196
Role of Fly Ash on Strength and Microstructure Development in Blended Cement Stabilized Silty Clay2009/02/01English189
Flow Deformation of Sands Subjected to Principal Stress Rotation1998/06/01English189
Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplast1982/12/01English187
An Estimate of the Influence of Soil Weight on Bearing Capacity Using Limit Analysis1997/12/01English186
Strain Space Plasticity Model for Cyclic Mobility1992/06/01English183
Non-invasive characterization of particle morphology of natural sands2012/08/01English182
Liquefaction Resistance of A Partially Saturated Sand1989/09/01English181
Theoretical Aspects of Constitutive Modelling For Unsaturated Soils1993/12/01English180
Strength Development in Cement Admixed Bangkok Clay: Laboratory and Field Investigations2011/04/01English179
Strength development in silty clay stabilized with calcium carbide residue and fly ash2013/08/01English179
Ground granulated blast furnace slag amended fly ash as an expansive soil stabilizer2016/04/01English176
Strength Anisotropy and Shear Band Direction in Plane Strain Tests of Sand1990/03/01English174
Strength and Deformation Characteristics of Saturated Sand at Extremely Low Pressures1984/12/01English173
A Simple Elastoplastic Model for Normally and Over Consolidated Soils with Unified Material Parameters2004/04/01English168
Three-Dimensional Limit Equilibrium and Finite Element Analyses: A Comparison of Results1995/12/01English166
Flow Theory for Sand During Rotation of Principal Stress Direction1991/12/01English165
Behavior of Sand Particles in Sand-Steel Friction1988/03/01English163
Dynamic Properties of Soft Clay for Wide Strain Range1982/12/01English163
Analysis of Wall and Ground Movements Due to Deep Excavations in Soft Soil Based on a New Worldwide Database2004/02/01English161
Interpretation of International Parallel Test on the Measurement of Gmax Using Bender Elements2009/08/01English159
Effects of Pore Fluid Compressibility on Liquefaction Resistance of Partially Saturated Sand2006/10/01English159
Numerical Analysis of the Stability of a Slope Reinforced with Piles2000/02/01English159
Effect of Static Shear on Resistance to Liquefaction1983/03/01English158
Microscopic Deformation Mechanism of Granular Material in Simple Shear1974/12/01English158