A numerical study on the onset of static liquefaction in slopes under undrained conditions of loading was developed based on a general liquefaction flow instability criterion for elastoplastic soils based on the concept of loss of controllability. The criterion is applied to the case of axisymmetric loading to detect the onset of static liquefaction. The criterion is used in conjunction with an elastoplastic model for sands and is tested by means of numerical simulations of element tests. The numerical results are compared with experimental evidence obtaining good agreement. A quantitative study of the influence of the mean pressure, void ratio and the anisotropy of stress on the onset of static liquefaction is presented for the Changi sand...
Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions J. YANG ...
Static liquefaction is one of the principal triggering mechanisms of failure in fully saturated loos...
This paper illustrates an application of the theory of material stability to the analysis of unsatur...
A numerical study on the onset of static liquefaction in slopes under undrained conditions of loadin...
A numerical study on the onset of static liquefaction in slopes under undrained conditions of loadin...
This work presents a numerical study of the instability line that relies on balance laws of physics ...
ABSTRACT:This work presents a numerical study of the instability line that relies on balance laws of...
This study describes a general liquefaction flow instability criterion for elastoplastic soils based...
Experimental evidence has shown that the liquefaction instability of sands can be affected by its ma...
This paper examines the influence of the initial state of sands on the potential for undrained insta...
When a loose sand specimen is loaded under an undrained condition, it may be-come unstable leading t...
A numerical analysis procedure including a constitutive model for predicting static liquefaction oc...
ABSTRACT The construction of the accumulation reservoir caused the submergence of the railway line e...
Static liquefaction failure of sloping grounds has resulted in significant damages to built structur...
This paper illustrates a modeling approach for evaluating the liquefaction susceptibility of shallow...
Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions J. YANG ...
Static liquefaction is one of the principal triggering mechanisms of failure in fully saturated loos...
This paper illustrates an application of the theory of material stability to the analysis of unsatur...
A numerical study on the onset of static liquefaction in slopes under undrained conditions of loadin...
A numerical study on the onset of static liquefaction in slopes under undrained conditions of loadin...
This work presents a numerical study of the instability line that relies on balance laws of physics ...
ABSTRACT:This work presents a numerical study of the instability line that relies on balance laws of...
This study describes a general liquefaction flow instability criterion for elastoplastic soils based...
Experimental evidence has shown that the liquefaction instability of sands can be affected by its ma...
This paper examines the influence of the initial state of sands on the potential for undrained insta...
When a loose sand specimen is loaded under an undrained condition, it may be-come unstable leading t...
A numerical analysis procedure including a constitutive model for predicting static liquefaction oc...
ABSTRACT The construction of the accumulation reservoir caused the submergence of the railway line e...
Static liquefaction failure of sloping grounds has resulted in significant damages to built structur...
This paper illustrates a modeling approach for evaluating the liquefaction susceptibility of shallow...
Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions J. YANG ...
Static liquefaction is one of the principal triggering mechanisms of failure in fully saturated loos...
This paper illustrates an application of the theory of material stability to the analysis of unsatur...