Generalized Mapping Rule for Image Point Identification in 3D Bounding Surface Plasticity Models

被引:4
|
作者
Moghaddasi, H. [1 ]
Shahbodagh, B. [2 ]
Esgandani, G. A. [3 ]
Khoshghalb, A. [2 ]
Khalili, N. [2 ]
机构
[1] Univ Durham, Dept Engn, South Rd, Durham DH1 3LE, England
[2] Univ New South Wales, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
[3] Macquarie Univ, Fac Sci & Engn, Sch Engn, Sydney, NSW 2109, Australia
关键词
3D mapping rule; Bounding surface plasticity; Eigenvalue analysis; Principal stress space; SOILS; INTEGRATION; IMPLEMENTATION; PATHS; SANDS;
D O I
10.1061/(ASCE)GM.1943-5622.0002052
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents a generalized yet simple mapping rule for image point identification in 3D bounding surface plasticity (BSP) models. It is based on the determination of the correct locations of the current and reversal stress points in the principal stress space using the eigenvectors of the stress tensors. To this end, a numerical procedure based on eigenvalue analysis is proposed to track the movement of the stress points in the principal stress space. To highlight the salient features of the approach, the mapping rule is implemented in a 3D BSP model. Numerical results and comparisons with laboratory data are provided, demonstrating the capability of the model to capture the soil response under triaxial and multiaxial loading conditions.
引用
收藏
页数:13
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