[图书][B] Computational multiphase geomechanics

F Oka, S Kimoto - 2021 - taylorfrancis.com
Numerical methods are very powerful tools for use in geotechnical engineering, particularly
in computational geotechnics. Interest is strong in the new field of multi-phase nature of …

[PDF][PDF] Modeling the effects of static shear on the undrained cyclic torsional simple shear behavior of liquefiable sand

G Chiaro, LIN De Silva, J Koseki - 2017 - ir.canterbury.ac.nz
Spanning from purely theoretical standpoint to practical applications, there is a particular
interest to enhance understanding of the effects of static shear on the cyclic behavior of soil …

A cyclic elastoplastic constitutive model and effect of non-associativity on the response of liquefiable sandy soils

F Oka, S Kimoto - Acta Geotechnica, 2018 - Springer
A large number of constitutive models for geomaterials, such as soils and rocks, have been
proposed over the last three decades. Those models have been implemented into computer …

Modeling of liquefaction and large-strain response of sand in sloping ground

G Chiaro, NLI De Silva, J Koseki - Modeling in Geotechnical Engineering, 2021 - Elsevier
The T-sand model is a state-dependent elasto-plastic constitutive model capable of
describing the monotonic and cyclic drained and undrained torsional simple shear (TSS) …

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 …

[引用][C] Liquefaction and failure mechanisms of sandy sloped ground during earthquakes: a comparison between laboratory and field observations

G Chiaro, J Koseki - 2012