Undrained bearing capacity factors for ring footings in heterogeneous soil

JK Lee, S Jeong, S Lee - Computers and Geotechnics, 2016 - Elsevier
This paper examines the undrained vertical bearing capacity of a ring rough footing
embedded in heterogeneous soil. Stability solutions for a wide range of geometric and …

On a class of non-coaxial plasticity models for granular soils

HS Yu, X Yuan - Proceedings of the Royal Society A …, 2006 - royalsocietypublishing.org
The non-coaxiality of the directions of principal stresses and principal plastic strain rates in
granular soils under stress rotations has long been observed and recognized in soil tests …

Rate-dependent evolution of wrinkling films due to growth on semi-infinite planar viscoelastic substrates

J Zavodnik, A Košmrlj, M Brojan - Journal of the Mechanics and Physics of …, 2023 - Elsevier
A mechanistic understanding of morphogenesis in biology, the fabrication of advanced meta
surfaces with specific functionalities and structures with enhanced energy dissipation often …

Application of a non-coaxial soil model in shallow foundations

Y Yang, HS Yu - Geomechanics and Geoengineering: An …, 2006 - Taylor & Francis
The influence of a non-coaxial model for granular soils on shallow foundation analyses is
investigated. The non-coaxial plasticity theory proposed by Rudnicki and Rice (J. Mech …

Rubber and rubber-like materials, finite-element analyses and simulations, an addendum: a bibliography (1997–2003)

J Mackerle - Modelling and Simulation in Materials Science and …, 2004 - iopscience.iop.org
This paper gives a bibliographical review of the finite-element methods (FEMs) applied to
the analysis and simulation of rubber and rubber-like materials. It is a continuation of the …

Limit analysis of composite materials based on an ellipsoid yield criterion

HX Li, HS Yu - International journal of plasticity, 2006 - Elsevier
Employing repeating unit cell (RUC) to represent the microstructure of periodic composite
materials, this paper develops a numerical technique to calculate the plastic limit loads and …

Limit analysis of 2-D and 3-D structures based on an ellipsoid yield criterion

HX Li, HS Yu - Acta Geotechnica, 2006 - Springer
In this paper, a nonlinear numerical technique is developed to calculate the limit load and
failure mode of structures obeying an ellipsoid yield criterion by means of the kinematic limit …

A non‐linear programming approach to kinematic shakedown analysis of composite materials

HX Li, HS Yu - International journal for numerical methods in …, 2006 - Wiley Online Library
Using a Representative volume element (RVE) to represent the microstructure of periodic
composite materials, this paper develops a non‐linear numerical technique to calculate the …

[PDF][PDF] A non-coaxial theory of plasticity for soils with an anisotropic yield criterion

R Yuan - 2015 - core.ac.uk
A novel, non-coaxial soil model is developed in the context of perfect plasticity for the plane
strain condition whilst incorporating initial soil strength anisotropy. The anisotropic yield …

Uncertainty quantification of in situ horizontal stress with pressuremeter using a statistical inverse analysis method

D Zheng, B Zhang… - Canadian Geotechnical …, 2022 - cdnsciencepub.com
Knowledge of in situ stress magnitude and orientation plays a very important role in
geological/geotechnical engineering and in the development of energy resources, such as …