A laboratory study of anisotropic geomaterials incorporating recent micromechanical understanding ⬇️

Centrifuge Modelling of the Collapse of Shaft Linings ⬇️

Closure to “Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests” by J. Chu and D. Wanatowski

DEM of triaxial tests on crushable cemented sand

Difficulties in the determination of post-liquefaction strength for sand ⬇️

Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures

Discussion of “On equivalent granular void ratio and steady state behaviour of loose sand with fines”Appears in the Canadian Geotechnical Journal, 45(10): 1439–1456

article

Drained behaviour of Changi sand in triaxial and plane-strain compression

Drained behaviour of cemented sand in high pressure triaxial compression tests

Drained instability of sand in plane strain

Dynamic Characteristics and Failure Mechanism of Vegetated Revetment under Cyclic Loading

scientific article published on 01 March 2019

Editorial ⬇️

article; published March 2018

Editorial ⬇️

Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests

Experimental investigation on the deformation characteristics of granular materials under drained rotational shear ⬇️

Finite element analysis of a deep excavation: A case study from the Bangkok MRT

article by Suched Likitlersuang et al published October 2013 in Soils and Foundations

Instability Conditions of Loose Sand in Plane Strain

Instability of Loose Sand under Drained Conditions

Investigating the micro mechanics of cemented sand using DEM ⬇️

K0 of sand measured by a plane-strain apparatus

Modified state parameter for characterizing static liquefaction of sand with fines

New types of failure mechanisms for flowslide

article published in 2010

Noncoaxial Behavior of Sand under Various Stress Paths

article published in 2013

Numerical Analysis of Piled Embankments on Soft Soils

Pre-failure instability of sand under dilatancy rate controlled conditions ⬇️

Sample Preparation Technique for Fiber Reinforced Cemented Soils ⬇️

Shakedown of Layered Pavements under Repeated Moving Loads ⬇️

Shear strength and compressibility behaviour of lime-treated organic clay ⬇️

Soviet experience of underground coal gasification focusing on surface subsidence ⬇️

Static liquefaction of sand in plane strain

Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok clays

Strain Softening and Instability of Loose Sand in Plane-Strain Compression Tests

Strain softening of K0-consolidated Changi sand under plane-strain conditions

Strain-softening behaviour of sand in strain path testing under plane-strain conditions

The effect of drained pre-shearing on the undrained behaviour of loose sand with a small amount of fines

Undrained behaviour of Changi sand in triaxial and plane-strain compression

Unstable behaviour of model Jamuna micaceous sand. V. N. GEORGIANNOU (2008).Géotechnique58, No. 10, 825–829