Add to ORKGA two-phased static and dynamic laboratory investigation of the behavior of a silicate grout stabilized sand has been undertaken. Through the use of load-controlled cyclic triaxial testing the dynamic strength, stiffness, and deformation characteristics have been assessed as a function of mix design, confinerrent level and loading history. Comparisons between static and dynamic properties are provided
Foundation failures observed over saturated silt-clay mixtures during past earthquakes clearly indic...
An experimental approach using the conventional axisymmetric triaxial apparatus suggested the introd...
The response of sand stabilised with colloidal silica aqueous gel is examined in the laboratory, und...
One of the challenges in geotechnical engineering is how to evaluate sandy soil behaviour under cycl...
In the geotechnical engineering field, grouting is a commonly used option within the plethora of gro...
A series of triaxial cyclic tests are performed on Hostun sand; each test undergoes several two-way,...
A rate type constitutive equation with internal parameters is proposed for describing the behaviour ...
Liquefaction of saturated sand and silty sand deposits has been recognized as a major cause of damag...
The method of geosynthetic reinforced earth incorporates a flexible but tension resistant synthetic ...
The experimental and phenomenological investigation of the elasto-plastic long-term behaviour of soi...
This paper presents the dynamic soil parameters of sand viz., shear modulus, and damping ratio, whic...
Dynamic behavior of soil are evaluated relative to a number of factors including: strain level, dens...
Progressive axial strain produced by cyclic, triaxial loading conditions was measured on Ottawa sand...
In order to investigate undrained behavior of saturated sand, three types of undrained triaxial test...
Many experiments of cohesive and noncohesive soils were performed at the special dynamic laboratory ...
Foundation failures observed over saturated silt-clay mixtures during past earthquakes clearly indic...
An experimental approach using the conventional axisymmetric triaxial apparatus suggested the introd...
The response of sand stabilised with colloidal silica aqueous gel is examined in the laboratory, und...
One of the challenges in geotechnical engineering is how to evaluate sandy soil behaviour under cycl...
In the geotechnical engineering field, grouting is a commonly used option within the plethora of gro...
A series of triaxial cyclic tests are performed on Hostun sand; each test undergoes several two-way,...
A rate type constitutive equation with internal parameters is proposed for describing the behaviour ...
Liquefaction of saturated sand and silty sand deposits has been recognized as a major cause of damag...
The method of geosynthetic reinforced earth incorporates a flexible but tension resistant synthetic ...
The experimental and phenomenological investigation of the elasto-plastic long-term behaviour of soi...
This paper presents the dynamic soil parameters of sand viz., shear modulus, and damping ratio, whic...
Dynamic behavior of soil are evaluated relative to a number of factors including: strain level, dens...
Progressive axial strain produced by cyclic, triaxial loading conditions was measured on Ottawa sand...
In order to investigate undrained behavior of saturated sand, three types of undrained triaxial test...
Many experiments of cohesive and noncohesive soils were performed at the special dynamic laboratory ...
Foundation failures observed over saturated silt-clay mixtures during past earthquakes clearly indic...
An experimental approach using the conventional axisymmetric triaxial apparatus suggested the introd...
The response of sand stabilised with colloidal silica aqueous gel is examined in the laboratory, und...