Soils and Foundations

Title Publication Date Language Citations
Extended internal stability criteria for soils under seepage2013/08/01English157
The effects of technological voids on the hydro-mechanical behaviour of compacted bentonite–sand mixture2013/04/01English157
An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils2002/10/01English157
Some Observations on the Kinematic Nature of Soil Stiffness1992/06/01English155
Experimental investigations on suffusion characteristics and its mechanical consequences on saturated cohesionless soil2014/08/01English155
Damage statistics (Summary of the 2011 off the Pacific Coast of Tohoku Earthquake damage)2012/10/01English154
Consolidation of Soils by Vertical Drain Wells with Finite Permeability1974/06/01English154
Particle-Crushing of a Decomposed Granite Soil under Shear Stresses1979/09/01English153
Anisotropy in Elastic Deformation of Granular Materials1998/03/01English152
An experimental evaluation of the behavior of footings on geosynthetic-reinforced sand2013/04/01English152
Prediction of maximum surface settlement caused by earth pressure balance (EPB) shield tunneling with ANN methods2019/04/01English150
Superloading Yield Surface Concept For Highly Structured Soil Behavior2000/04/01English150
On the Shaft Friction Modelling of Non-Displacement Piles in Sand2002/04/01English149
Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok clays2012/08/01English148
Regression Analysis of Soil Compressibility1976/06/01English148
Anisotropic Deformation Characteristics of Sand Under Three Dimensional Stress Conditions1979/06/01English147
Tensile Strength, Tension Cracks, and Stability of Slopes1981/06/01English147
Characteristics of liquefaction in Tokyo Bay area by the 2011 Great East Japan Earthquake2012/10/01English144
Normalized Behavior of very Loose Non-Plastic Soils: Effects of Fabric1997/12/01English144
Shear strength and dilatancy behaviour of sand–tyre chip mixtures2015/06/01English144
Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow2012/08/01English142
On the Relationship between Particle Breakage and the Critical State of Sands2002/04/01English141
Brief Review of Liquefaction During Earthquakes in Japan1975/12/01English139
Time-Dependent Shear Deformation Characteristics of Geomaterials and their Simulation2002/04/01English138
Cyclic Simple Shear Tests on Saturated Sand in Multi-Directional Loading1980/03/01English138
The Application of Weibull Statistics to the Fracture of Soil Particles2000/10/01English137
A Method of Calculation of Total Safety Factor of Slope by Elasto-Plastic FEM1989/06/01English137
System Reliability of Slopes by RFEM2010/06/01English136
A Determination Procedure of Input Parameters In Elasto-Viscoplastic Finite Element Analysis1987/09/01English136
Experimental Study on Swelling Characteristics of Sand-Bentonite Mixture for Nuclear Waste Disposal1999/04/01English135