Yu-Xia Kong
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Yu-Xia Kong has a total of 3 co-authors. Here are the top co-authors by number of shared publications:
- Yangping Yao
Beihang Univ, Sch Transportat Sci & Engn, Beijing 100191, Peoples R China
3 shared publications - Jidong Zhao
Hong Kong University of Science and Technology
2 shared publications Feifan Shen
Nanjing Tech University
1 shared publication
Latest Publications
- 1 January 2015
- Published by The Japanese Geotechnical Society in Japanese Geotechnical Society Special Publication
- Vol. 1 (2) , 22-27
Modeling principal stress rotation for anisotropic sand
- 1 January 2015
- Published by The Japanese Geotechnical Society in Japanese Geotechnical Society Special Publication
- Vol. 1 (2) , 22-27
Modeling principal stress rotation for anisotropic sand
- 30 December 2012
- Published by Springer Nature in Acta Geotechnica
- Vol. 8 (6) , 665-673
A failure criterion for cross-anisotropic soils considering microstructure
- 30 December 2012
- Published by Springer Nature in Acta Geotechnica
- Vol. 8 (6) , 665-673
A failure criterion for cross-anisotropic soils considering microstructure
- 1 July 2012
- Published by American Society of Civil Engineers (ASCE) in Journal of Engineering Mechanics
- Vol. 138 (7) , 853-866
Extended UH Model: Three-Dimensional Unified Hardening Model for Anisotropic Clays
Extended UH model is a three-dimensional elastoplastic constitutive model that builds on a modification of the UH model with a unified hardening parameter, to account for the effect of anisotropy and the influence of K0 consolidation on the stress-strain-strength behavior of clays. The combined effects of anisotropy and stress magnitude are considered through the minimum value of angles (α) made by the spatially mobilized planes (SMPs) and soil depositional plane. The original transformed stress tensor is revised by incorporating the anisotropic peak stress ratio Mα, which is defined as a function of α, with the stress tensor σij. The comparison with test results on San Francisco Bay Mud demonstrates the capability of the proposed anisotropic criterion. The UH model is extended to account for the combined effects of inherent anisotropy and K0 conditions on the stress-strain-strength response of anisotropic clays by incorporating the revised transformed stress tensor σij˜, the potential strength ra...
- 1 July 2012
- Published by American Society of Civil Engineers (ASCE) in Journal of Engineering Mechanics
- Vol. 138 (7) , 853-866
Extended UH Model: Three-Dimensional Unified Hardening Model for Anisotropic Clays
Extended UH model is a three-dimensional elastoplastic constitutive model that builds on a modification of the UH model with a unified hardening parameter, to account for the effect of anisotropy and the influence of K0 consolidation on the stress-strain-strength behavior of clays. The combined effects of anisotropy and stress magnitude are considered through the minimum value of angles (α) made by the spatially mobilized planes (SMPs) and soil depositional plane. The original transformed stress tensor is revised by incorporating the anisotropic peak stress ratio Mα, which is defined as a function of α, with the stress tensor σij. The comparison with test results on San Francisco Bay Mud demonstrates the capability of the proposed anisotropic criterion. The UH model is extended to account for the combined effects of inherent anisotropy and K0 conditions on the stress-strain-strength response of anisotropic clays by incorporating the revised transformed stress tensor σij˜, the potential strength ra...