Simulation of soil deformation and resistance at bar penetration by the Distinct Element Method

Journal of Terramechanics

Volumn 37, Issue 1, 2000, Pages 41-56

  Tanaka, Hiroaki ^a   Momozu, Masatoshi ^b   Oida, Akira ^b   Yamazaki, Minoru ^b  

^a Shikoku University   (Japan)

^b KYOTO UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL METHODS; COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; MATHEMATICAL MODELS; PROBLEM SOLVING;

SOIL DEFORMATION;

SOIL MECHANICS;

EID: 0033883142     PISSN: 00224898     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0022-4898(99)00013-0     Document Type: Article

References (3)

1. Cundall P.A., Strack O.D.L. A discrete numerical method for granular assemblies. Geotechnique. 29(1):1979;47-65.
2. Kiyama H., Fujimura H. Application of Cundall's discrete block method to gravity flow analysis of rock-like granular materials (in Japanese). Proc. JSCE. 333:1983;137-145.
3. Sakaguchi, E. et al. Simulation on flowing phenomena of grains by distinct element method. Proc CIGR Ag Eng Milano '94, 1994, Rep. No. 94-G-025.