Add to ORKGTo simulate the behaviour of saturated sands under cyclic loading, the PM4Sand constitutive model (version 3.1) formulated by Boulanger & Ziotopoulou [1], is used. The model can realistically reproduce the pore pressure build-up, accumulation of strain as well as triggering of liquefaction. The effect of dif-ferent relative densities on liquefaction resistance is evaluated by comparing the results of a site response analysis performed on a soil column character-ized by a saturated sand layer and subjected to given earthquake signals. The analyses are performed using the finite element code PLAXIS
207 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1981.An analytical procedure is de...
Liquefaction-induced displacements have caused severe damage to buildings, bridges, and dams during ...
This paper presents the implementation, validation, and application of the PM4Sand model (version 3)...
To simulate the behaviour of saturated sands under cyclic loading, the PM4Sand constitutive model (v...
When saturated soils are subjected to an earthquake, the excess pore pressuresincrease, and, in the ...
When saturated soils are subjected to an earthquake, the excess pore pressuresincrease, and, in the ...
The phenomenon of earthquake-induced soil liquefaction has been a major issue among geotechnical eng...
The phenomenon of earthquake-induced soil liquefaction has been a major issue among geotechnical eng...
The earthquake-induced liquefaction is a high-risk phenomenon for dredging industries, which need to...
Numerical analyses of liquefiable sand are presented in this paper. Liquefaction phenomenon is an. u...
In seismically active areas, liquefaction hazards have always been a complicated aspect to evaluate ...
Characterization of soil response under cyclic loading is one of the major challenges in evaluating ...
Liquefaction-induced displacements have caused severe damage to buildings, bridges, and dams during ...
In this paper we investigate the PM4Sand plasticity model developed by Boulanger and Ziotopoulou in ...
A constitutive soil model that was originally developed to model liquefaction and cyclic mobility ha...
207 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1981.An analytical procedure is de...
Liquefaction-induced displacements have caused severe damage to buildings, bridges, and dams during ...
This paper presents the implementation, validation, and application of the PM4Sand model (version 3)...
To simulate the behaviour of saturated sands under cyclic loading, the PM4Sand constitutive model (v...
When saturated soils are subjected to an earthquake, the excess pore pressuresincrease, and, in the ...
When saturated soils are subjected to an earthquake, the excess pore pressuresincrease, and, in the ...
The phenomenon of earthquake-induced soil liquefaction has been a major issue among geotechnical eng...
The phenomenon of earthquake-induced soil liquefaction has been a major issue among geotechnical eng...
The earthquake-induced liquefaction is a high-risk phenomenon for dredging industries, which need to...
Numerical analyses of liquefiable sand are presented in this paper. Liquefaction phenomenon is an. u...
In seismically active areas, liquefaction hazards have always been a complicated aspect to evaluate ...
Characterization of soil response under cyclic loading is one of the major challenges in evaluating ...
Liquefaction-induced displacements have caused severe damage to buildings, bridges, and dams during ...
In this paper we investigate the PM4Sand plasticity model developed by Boulanger and Ziotopoulou in ...
A constitutive soil model that was originally developed to model liquefaction and cyclic mobility ha...
207 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1981.An analytical procedure is de...
Liquefaction-induced displacements have caused severe damage to buildings, bridges, and dams during ...
This paper presents the implementation, validation, and application of the PM4Sand model (version 3)...