A Case Study for Characterizing Undrained Cyclic Deformation Properties in Young Sand Deposit From In-Situ and Laboratory Tests

SOILS AND FOUNDATIONS
doi 10.3208/sandf.37.2_117
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Elsevier BV

Related search

On the Influence of Initial Static Shear on Large Deformation Behavior of Very Loose Toyoura Sand in Undrained Cyclic Torsional Shear Tests

Japanese Geotechnical Society Special Publication
2016English

Undrained Deformation Characteristics of Sand in Multi-Directional Shear.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1983English

Combined Resonant Column and Cyclic Triaxial Tests for Measuring Undrained Shear Modulus Reduction of Sand With Plastic Fines

Geotechnical Testing Journal
Geotechnical EngineeringEngineering Geology
2013English

Undrained Strength of Sand Undergoing Cyclic Rotation of Principal Stress Axes.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1985English

Parametric Study From Laboratory Tests on Twin Circular Footings on Geocell-Reinforced Sand

Scientia Iranica
2019English

Liquefaction Properties of Toyoura Sand in Cyclic Tortional Shear Tests Under Low Confining Stress

SOILS AND FOUNDATIONS
2005English

An Investigation of Diffuse Failure Modes in Undrained Triaxial Tests on Loose Sand

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
2006English

Determination of In-Situ Stress and Geomechanical Properties From Borehole Deformation

Energies
ControlElectronic EngineeringEnergy EngineeringRenewable EnergyEnergyFuel TechnologySustainabilityOptimizationElectricalPower Technologythe Environment
2018English

Deformation Behavior of Sand Under Cyclic Anisotropic Consolidation.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1990English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy