Journal
ACTA GEOTECHNICA
Volume 10, Issue 6, Pages 703-717Publisher
SPRINGER HEIDELBERG
DOI: 10.1007/s11440-015-0399-3
Keywords
Hypoplastic constitutive model; Large deformation; Slope failure; Smoothed particle hydrodynamics
Categories
Funding
- European Commission [289911]
- Otto Pregl Foundation for Fundamental Geotechnical Research in Vienna
Ask authors/readers for more resources
A hypoplastic constitutive model is implemented in a smoothed particle hydrodynamics code for the first time. An improved wall boundary treatment is presented for better performance. The proposed approach is first validated by comparing the numerical results with the analytical solutions for oedometer test. Two more problems involving large deformation, i.e., the collapse of sand between two parallel plates and the failure of a homogeneous slope, are analyzed to demonstrate the performance of the proposed method.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available