Evaluation of the Viscous Behaviour of Clay Using Generalised Overstress Viscoplastic Theory

Geotechnique - United Kingdom
doi 10.1680/geot.8.p.031
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Thomas Telford Ltd.

Related search

Mathematical Structure of an Overstress Elasto-Viscoplastic Model for Clay.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1987English

Viscoplastic Behaviour of Polyamides

2016English

Modelling of Ageing Effects on the Elasto-Viscoplastic Behaviour of Geomaterial

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
2008English

Modelling Viscous Behaviour of Clayey Geomaterials Using Single Mechanical- Analogue Model

Sains Malaysiana
Multidisciplinary
2019English

Theory of Viscoplastic Shells for Dynamic Response.

1982English

Viscous Behaviour of Geogrids; Experiment and Simulation

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
2007English

Viscoplastic Fluids: From Theory to Application 2013

Journal of Non-Newtonian Fluid Mechanics
Materials ScienceApplied MathematicsChemical EngineeringMechanical EngineeringCondensed Matter Physics
2015English

Fracture Behaviour of Cement Treated Sandy Clay

MATEC Web of Conferences
Materials ScienceEngineeringChemistry
2019English

Flexural Behaviour of Reinforced Baked Clay Beams

Engineering
2016English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy