Viscoplastic Cap Model for Soils under High Strain Rate Loading

• Published in: Journal of geotechnical and geoenvironmental engineering Vol. 133; no. 2; pp. 206 - 214
• Main Authors: Tong, Xiaoli, Tuan, Christopher Y
• Format: Journal Article
• Language: English
• Published: New York, NY American Society of Civil Engineers 01.02.2007
• Subjects: Applied sciences; Buildings. Public works; creep; Exact sciences and technology; Geotechnics; Q1; Simulation; Soil; Soil investigations. Testing; Stress; TECHNICAL PAPERS; Finite elements; Creep; Property of soil; Clay soil; Sandy soil; Forecast model; Modeling; Finite element method; Stress relaxation; Simulation; Soil properties; Soil test; Viscoplasticity; Numerical simulation; Explosives; Strain rate
• ISSN: 1090-0241; 1943-5606
• DOI: 10.1061/(ASCE)1090-0241(2007)133:2(206)

A viscoplastic cap model of the Perzyna type was developed for simulating high strain rate behaviors of soils. An associative viscous flow rule was used to represent time-dependent soil behaviors. The viscoplastic cap model was validated against experimental data from static and dynamic soil tests. The model was also compared with soil behaviors under creep and stress relaxation with good agreement. However, the model was unable to represent tertiary creep where strain softening became significant. The model was subsequently integrated into LS-DYNA for finite-element simulations of high strain rate behaviors of sandy and clayey soils in explosive tests. The significance of strain rate effect on the soil responses is presented herein. It is concluded that the viscoplastic cap model is adequate for simulations of soil behaviors under high strain rate loading, creep, and stress relaxation, covering a wide range of time-dependent problems.