Add to ORKGThe one-dimentional liquefaction analysis of sand deposits is performed by using the theory of two-phase mixture and the elasto-plastic constitutive equations of sand that can describe the dynamic dilatancy effect of soil under cyclic loading. The analytical results obtained by finite difference method explain well the dynamic behavior of sand deposits including liquefaction phenomena. Especially, the stress path which is particular to liquefaction is presented by considering a horizontally confined condition
The influence of fines on the liquefaction potential of sandy soils has been studied by conducting i...
In order to mitigate earthquake effects occurring because of soil liquefaction, it is essential that...
Instability of liquefaction is one of the major reasons which results in the failure of earth struct...
The stress-dilatancy relations of sand for the stress paths involved in a complete periodic stress c...
In this paper, the cyclic stress conditions for the liquefaction of sand samples and deposits are pr...
In recent years, liquefaction phenomena induced by earthquakes have attracted considerable attention...
The stress-strain relationships of sand after liquefaction were studied by conducting torsional shea...
During the development of liquefaction in a soil deposit subjected to vibration there are two proces...
During the development of liquefaction in a soil deposit subjected to vibration there are two proces...
A mathematical model is formulated to present constitutive relation of sandy soil under cyclic loadi...
A numerical analysis procedure including a constitutive model for predicting static liquefaction oc...
A method for evaluating the soil parameters required for effective stress analyses of the earthquake...
This paper is concerned with the liquefaction analysis for the hypothetical earthquake in southern K...
Large surface deformations due to liquefaction have been observed in many soil deposits which seem t...
The concept of energy to define liquefaction has been recognized by several authors. This approach h...
The influence of fines on the liquefaction potential of sandy soils has been studied by conducting i...
In order to mitigate earthquake effects occurring because of soil liquefaction, it is essential that...
Instability of liquefaction is one of the major reasons which results in the failure of earth struct...
The stress-dilatancy relations of sand for the stress paths involved in a complete periodic stress c...
In this paper, the cyclic stress conditions for the liquefaction of sand samples and deposits are pr...
In recent years, liquefaction phenomena induced by earthquakes have attracted considerable attention...
The stress-strain relationships of sand after liquefaction were studied by conducting torsional shea...
During the development of liquefaction in a soil deposit subjected to vibration there are two proces...
During the development of liquefaction in a soil deposit subjected to vibration there are two proces...
A mathematical model is formulated to present constitutive relation of sandy soil under cyclic loadi...
A numerical analysis procedure including a constitutive model for predicting static liquefaction oc...
A method for evaluating the soil parameters required for effective stress analyses of the earthquake...
This paper is concerned with the liquefaction analysis for the hypothetical earthquake in southern K...
Large surface deformations due to liquefaction have been observed in many soil deposits which seem t...
The concept of energy to define liquefaction has been recognized by several authors. This approach h...
The influence of fines on the liquefaction potential of sandy soils has been studied by conducting i...
In order to mitigate earthquake effects occurring because of soil liquefaction, it is essential that...
Instability of liquefaction is one of the major reasons which results in the failure of earth struct...