Dynamic properties of subsurface soils at the site of a proposed nuclear power plant were determined through extensive field and laboratory tests. The liquefaction potential of the granular soils underlying the site were obtained by using field data obtained from both standard penetration resistance and cone penetration tests as well as from laboratory data obtained from cyclic triaxial compression tests. The analyses showed that comparable factors of safety may be obtained from both field and laboratory test data
The geotechnical characteristic of the soil layers is one of the main factors influencing liquefacti...
This paper presents field evidence in support of the energy-base procedure to predict the liquefacti...
This paper presents a case study of liquefaction potential assessment carried out under an earth dam...
Current practice for assessing liquefaction potential of granular soils depends heavily on in situ i...
Field penetration data and cyclic laboratory test data are presented for evaluating the seismically ...
A method based on laboratory cyclic triaxial and torsional tests of undisturbed soil samples has bee...
A case history is presented where stone columns were used as a deep compaction method to increase th...
Assessing liquefaction potential, in situ screening, and remediation of non-plastic silty soils are ...
A new method for characterizing the fundamental sand properties with electrical parameters is descri...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...
This paper describes a case history where potential earthquake induced liquefaction is of concern at...
For many years, the Cone Penetrometer Test (CPT), Flat Plate Dilatometer Test (DMT) and Standard Pen...
The liquefaction potential of several sites in the Imperial Valley, south California, is evaluated o...
Liquefaction is a phenomenon during which saturated cohesionless soils lose a major portion of their...
A new practical method for evaluation of soil liquefaction by using the Cone Penetration Test (CPT) ...
The geotechnical characteristic of the soil layers is one of the main factors influencing liquefacti...
This paper presents field evidence in support of the energy-base procedure to predict the liquefacti...
This paper presents a case study of liquefaction potential assessment carried out under an earth dam...
Current practice for assessing liquefaction potential of granular soils depends heavily on in situ i...
Field penetration data and cyclic laboratory test data are presented for evaluating the seismically ...
A method based on laboratory cyclic triaxial and torsional tests of undisturbed soil samples has bee...
A case history is presented where stone columns were used as a deep compaction method to increase th...
Assessing liquefaction potential, in situ screening, and remediation of non-plastic silty soils are ...
A new method for characterizing the fundamental sand properties with electrical parameters is descri...
Liquefaction of saturated soils during earthquake often had been a major cause of damage to structur...
This paper describes a case history where potential earthquake induced liquefaction is of concern at...
For many years, the Cone Penetrometer Test (CPT), Flat Plate Dilatometer Test (DMT) and Standard Pen...
The liquefaction potential of several sites in the Imperial Valley, south California, is evaluated o...
Liquefaction is a phenomenon during which saturated cohesionless soils lose a major portion of their...
A new practical method for evaluation of soil liquefaction by using the Cone Penetration Test (CPT) ...
The geotechnical characteristic of the soil layers is one of the main factors influencing liquefacti...
This paper presents field evidence in support of the energy-base procedure to predict the liquefacti...
This paper presents a case study of liquefaction potential assessment carried out under an earth dam...
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