Civil Engineering ETDs
Publication Date
Spring 5-4-1995
Abstract
For the purpose of improving computer simulation of granular materials in the framework of the Discrete Element Method (DEM), 2-D and 3-D discrete element models using random arrays of elastic ellipsoids have been developed.
Keywords
Granual Soil, Ellipsoids, Discrete Element Method
Sponsors
National Science Foundation, Office of Graduate Studies, Graduate Student Association
Document Type
Dissertation
Language
English
Degree Name
Civil Engineering
Level of Degree
Doctoral
Department Name
Civil Engineering
First Committee Member (Chair)
Tang-Tat Ng
Second Committee Member
George Y. Baladi
Third Committee Member
Arup K. Maji
Fourth Committee Member
Howard L. Schreyer
Fifth Committee Member
Stanly L. Steinberg
Recommended Citation
Lin, Xiaoshan. "Numerical Study of Granular Soil Behavior Using Random Arrays of Elastic Ellipsoids." (1995). https://digitalrepository.unm.edu/ce_etds/142
