Critical state behaviors of a coarse granular soil under generalized stress conditions
Published 2016 View Full Article
- Home
- Publications
- Publication Search
- Publication Details
Title
Critical state behaviors of a coarse granular soil under generalized stress conditions
Authors
Keywords
Granular soil, Stress–strain behavior, Confining pressure, Intermediate principal stress ratio, Critical state line, Generalized stress condition, Strength, Dilatancy
Journal
GRANULAR MATTER
Volume 18, Issue 2, Pages -
Publisher
Springer Nature
Online
2016-03-19
DOI
10.1007/s10035-016-0623-3
References
Ask authors/readers for more resources
Related references
Note: Only part of the references are listed.- Testing and modeling of the state-dependent behaviors of rockfill material
- (2014) Yang Xiao et al. COMPUTERS AND GEOTECHNICS
- Discrete-element method analysis of the state parameter
- (2014) X. HUANG et al. GEOTECHNIQUE
- Particle size effects in granular soils under true triaxial conditions
- (2014) Y. XIAO et al. GEOTECHNIQUE
- DEM analysis of the influence of the intermediate stress ratio on the critical-state behaviour of granular materials
- (2014) X. Huang et al. GRANULAR MATTER
- Bounding Surface Plasticity Model Incorporating the State Pressure Index for Rockfill Materials
- (2014) Yang Xiao et al. JOURNAL OF ENGINEERING MECHANICS
- Influence of Intermediate Principal Stress on the Strength and Dilatancy Behavior of Rockfill Material
- (2014) Yang Xiao et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Strength and Deformation of Rockfill Material Based on Large-Scale Triaxial Compression Tests. I: Influences of Density and Pressure
- (2014) Yang Xiao et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Unique critical state characteristics in granular media considering fabric anisotropy
- (2013) J. ZHAO et al. GEOTECHNIQUE
- Density dependent macro-micro behavior of granular materials in general triaxial loading for varying intermediate principal stress using DEM
- (2013) Md. Mahmud Sazzad et al. GRANULAR MATTER
- Bounding Surface Model for Rockfill Materials Dependent on Density and Pressure under Triaxial Stress Conditions
- (2013) Yang Xiao et al. JOURNAL OF ENGINEERING MECHANICS
- Effects of Particle Size Distribution on Shear Strength of Accumulation Soil
- (2013) Jun-Jie Wang et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions
- (2012) Daniel Barreto et al. GRANULAR MATTER
- New double yield surface model for coarse granular materials incorporating nonlinear unified failure criterion
- (2012) Meng-cheng Liu et al. Journal of Central South University
- Influence of grading on the mechanical behaviour of Stava tailings
- (2011) A. CARRERA et al. GEOTECHNIQUE
- Numerical analysis of critical state behaviors of granular soils under different loading conditions
- (2011) Xueliang Zhao et al. GRANULAR MATTER
- Dilatancy equation of rockfill material under the true triaxial stress condition
- (2011) Yang Xiao et al. Science China-Technological Sciences
- Mechanical characterization of matrix coarse-grained soils with a large-sized triaxial device
- (2010) Bassel Seif El Dine et al. CANADIAN GEOTECHNICAL JOURNAL
- Behavior of Railroad Ballast under Monotonic and Cyclic Loading
- (2008) William F. Anderson et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests
- (2008) J. Chu et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
Discover Peeref hubs
Discuss science. Find collaborators. Network.
Join a conversationAsk a Question. Answer a Question.
Quickly pose questions to the entire community. Debate answers and get clarity on the most important issues facing researchers.
Get Started