Soils and Foundations

Title Publication Date Language Citations
Resistance of Partly Saturated Sand to Liquefaction with Reference to Longitudinal and Shear Wave Velocities2002/12/01English133
Particle Crushing and Deformation Behaviour2010/08/01English133
On Dynamic Shear Moduli and Poisson’s Ratios of Soil Deposits1973/12/01English127
Cyclic Undrained Triaxial and Torsional Shear Strength of Sands for Different Sample Preparation Methods1986/09/01English125
Microscale Observation and Modeling of Soil-Structure Interface Behavior Using Particle Image Velocimetry2006/02/01English124
Undrained Cyclic and Monotonic Triaxial Behaviour of Saturated Loose Sand1994/03/01English122
Particle breakage and the critical state of sand2014/06/01English122
Time-Dependent Shear Deformation Characteristics of Sand and their Constitutive Modelling2002/04/01English121
Investigation of localized deformation in partially saturated sand under triaxial compression using microfocus X-ray CT with digital image correlation2013/04/01English119
Explanation of Cyclic Mobility of Soils: Approach by Stress-Induced Anisotropy2007/08/01English118
Strength Development in Cement Stabilized Low Plasticity and Coarse Grained Soils: Laboratory and Field Study2006/06/01English118
The inter-particle coefficient of friction at the contacts of Leighton Buzzard sand quartz minerals2013/10/01English118
Sand Sample Preparation—The Slurry Deposition Method1988/12/01English117
The Cam-Clay Models Revised by the SMP Criterion1999/02/01English117
Centrifuge Modelling of Tunnelling Near Driven Piles2004/02/01English117
The Effect of Fines on Critical State and Liquefaction Resistance Characteristics of Non-Plastic Silty Sands2008/10/01English115
Lateral Capacity of Model Rigid Piles in Cohesionless Soils1999/04/01English115
Co-Ordination Number and its Relation to Shear Strength of Granular Material1977/06/01English115
Energy Dissipation and Seismic Liquefaction of Sands: Revised Model1985/06/01English115
Bearing Capacity of Circular Foundations on Soft Clay of Strength Increasing with Depth1995/12/01English114
Flow Potential of Sand During Liquefaction1998/09/01English113
Empirical Correlation Between Penetration Resistance and Internal Friction Angle of Sandy Soils1996/12/01English112
Design Method for Stabilizing Piles Against Landslide—One Row of Piles1981/03/01English112
Undrained Cyclic Shear Behaviour of Normally Consolidated Clay Subjected to Initial Static Shear Stress1994/12/01English112
Bender element tests in dry and saturated sand: Signal interpretation and result comparison2015/10/01English110
Effects of Initial Anisotropic Fabric and σ2 On Strength and Deformation Characteristics of Sand1988/03/01English110
Experimental Stress-Dilatancy Relations of Sand Subjected to Cyclic Loading1989/03/01English110
Shaking Table Tests of Embankments Resting on Liquefiable Sandy Ground1990/12/01English110
Finite element analysis of a deep excavation: A case study from the Bangkok MRT2013/10/01English110
Interface Load Transfer Degradation During Cyclic Loading: A Microscale Investigation2003/08/01English109