A Comparison between a Shakedown Design Approach and the Analytical Design Approach in the UK for Flexible Road Pavements ⬇️

article by Juan Wang et al published 2016 in Procedia Engineering

Comparison of yield-vertex tangential loading and principal stress rotational loading ⬇️

Correlations between the stress paths of a monotonic test and a cyclic test under the same initial conditions

Effect of Relative Density on Settlements above Tunnels in Sands ⬇️

Effect of Sample Reconstitution Methods on the Behaviors of Granular Materials under Shearing ⬇️

Effects of principal stress rotation on the wave–seabed interactions ⬇️

Elastic-plastic solutions for expanding cavities embedded in two different cohesive-frictional materials ⬇️

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

Interpretation of Cone Penetration Test Data in Layered Soils Using Cavity Expansion Analysis

Layered effects on soil displacement around a penetrometer ⬇️

Monotonic Direct Simple Shear Tests on Sand under Multidirectional Loading ⬇️

Non-coaxial soil model with an anisotropic yield criterion and its application to the analysis of strip footing problems ⬇️

Numerical simulation of earthquake-induced liquefactions considering the principal stress rotation ⬇️

scholarly article by Zhe Wang et al published November 2016 in Soil Dynamics and Earthquake Engineering

On a fabric evolution law incorporating the effects of b-value ⬇️

Principal Stress Rotation under Bidirectional Simple Shear Loadings ⬇️

Shakedown for slab track substructures with stiffness variation ⬇️

Shakedown of Layered Pavements under Repeated Moving Loads ⬇️

Shakedown solutions for pavements with materials following associated and non-associated plastic flow rules ⬇️

Study of long-termed displacements of a tunnel boring machine during its stoppage ⬇️

Three-dimensional shakedown solutions for anisotropic cohesive-frictional materials under moving surface loads ⬇️

Undrained Soil Behavior under Bidirectional Shear ⬇️