The influence of fines on the liquefaction potential of sandy soils has been studied by conducting isotropically consolidated stress controlled triaxial tests. Experimental results are compared with predictions using the theory developed by Nasser and Shokooh which is based on energy considerations. The theory determines the excess pore water pressure in terms of the number of cycles N, the dimensionless shear stress amplitude, and the initial and minimum values of the void ratio. The comparisons show good agreement between experimental data and model predictions for the pore water generation under cyclic loading for both loose and medium sands and medium silty soils
Geo-Institute of the American Society of Civil Engineers;GeoSynthetic Mater. Assoc. of the Industria...
Recent exploratory work by the authors indicated the feasibility of relating the development of the ...
Published results from laboratory tests show that an increase in the percentage of fines generally l...
Stress controlled undrained cyclic triaxial tests have been conducted on undisturbed sandy and silty...
textLiquefaction of saturated granular soils during earthquakes has been one of the most important ...
textLiquefaction of saturated granular soils during earthquakes has been one of the most important ...
The undrained response and liquefaction behaviour of fine sand and silty sands consisting of 30% and...
Various researchers have published results regarding the effect of non plastic silts on the liquefac...
This laboratory investigation has been conducted to elucidate how the fines fraction affects the und...
Liquefaction of sandy soil has been observed to cause significant damage to infrastructure during ma...
Cyclic triaxial tests are conducted on saturated sand samples with different values of initial pore ...
Liquefaction phenomenon could be analysed using strain-controlled loading method where informations ...
This paper presents the results of the detailed studies on stress - controlled cyclic triaxial tests...
This laboratory investigation has been conducted to elucidate how the fines fraction affects the und...
In order to investigate undrained behavior of saturated sand, three types of undrained triaxial test...
Geo-Institute of the American Society of Civil Engineers;GeoSynthetic Mater. Assoc. of the Industria...
Recent exploratory work by the authors indicated the feasibility of relating the development of the ...
Published results from laboratory tests show that an increase in the percentage of fines generally l...
Stress controlled undrained cyclic triaxial tests have been conducted on undisturbed sandy and silty...
textLiquefaction of saturated granular soils during earthquakes has been one of the most important ...
textLiquefaction of saturated granular soils during earthquakes has been one of the most important ...
The undrained response and liquefaction behaviour of fine sand and silty sands consisting of 30% and...
Various researchers have published results regarding the effect of non plastic silts on the liquefac...
This laboratory investigation has been conducted to elucidate how the fines fraction affects the und...
Liquefaction of sandy soil has been observed to cause significant damage to infrastructure during ma...
Cyclic triaxial tests are conducted on saturated sand samples with different values of initial pore ...
Liquefaction phenomenon could be analysed using strain-controlled loading method where informations ...
This paper presents the results of the detailed studies on stress - controlled cyclic triaxial tests...
This laboratory investigation has been conducted to elucidate how the fines fraction affects the und...
In order to investigate undrained behavior of saturated sand, three types of undrained triaxial test...
Geo-Institute of the American Society of Civil Engineers;GeoSynthetic Mater. Assoc. of the Industria...
Recent exploratory work by the authors indicated the feasibility of relating the development of the ...
Published results from laboratory tests show that an increase in the percentage of fines generally l...