An elasto-plastic model for liquefiable sands subjected to torsional shear loadings
G Chiaro, J Koseki, LIN De Silva - Constitutive Modeling of Geomaterials …, 2013 - Springer
This paper presents a modeling procedure for simulating the monotonic undrained torsional
shear behavior of sands, including stress-strain relationship, and excess pore water …
shear behavior of sands, including stress-strain relationship, and excess pore water …
Modeling the monotonic undrained torsional shear response of loose and dense Toyoura sand
G Chiaro, J Koseki, NLI De Silva… - Japanese Geotechnical …, 2016 - jstage.jst.go.jp
As well-known, depending on density and effective mean principal stress levels, sandy soils
behave in a different way under undrained shearing. For instance, loose sand usually …
behave in a different way under undrained shearing. For instance, loose sand usually …
[PDF][PDF] Calibration and Performance of a Newly Developed Cyclic Model to Describe the Liquefaction Behaviour of Loose and Dense Sand Under Torsional Simple …
G Chiaro, J Koseki, T Kiyota, LIN De Silva - researchgate.net
A newly developed cyclic model for simulating the undrained simple torsional shear
behaviour of loose and dense saturated sand is presented. The model is developed under a …
behaviour of loose and dense saturated sand is presented. The model is developed under a …
[引用][C] A density-and stress-dependent elasto-plastic model for sands subjected to monotonic undrained torsional shear loading
G Chiaro, J Koseki, LIN De Silva - 2013