A high strain‐rate constitutive model for sand and its application in finite‐element analysis of tunnels subjected to blast. (24th October 2012)

• Record Type: Journal Article
• Authors: Higgins, William; Chakraborty, Tanusree; Basu, Dipanjan
• Is Part Of: International journal for numerical and analytical methods in geomechanics. Volume 37:Number 14(2013)
• Page Start: 2590
• Page End: 2610
• Publication Date: 2012-10-24
• Subjects: constitutive model -- sand -- high strain rate -- tunnel -- finite‐element analysis -- blast; Soil mechanics -- Mathematics -- Periodicals; Rock mechanics -- Mathematics -- Periodicals; 624.1510151
• DOI: 10.1002/nag.2153
• Languages: English
• ISSNs: 0363-9061

Abstract

SUMMARY: The paper presents a constitutive model for simulating the high strain‐rate behavior of sands. Based on the concepts of critical‐state soil mechanics, the bounding surface plasticity theory and the overstress theory of viscoplasticity, the constitutive model simulates the high strain‐rate behavior of sands under uniaxial, triaxial and multi‐axial loading conditions. The model parameters are determined for Ottawa and Fontainebleau sands, and the performance of the model under extreme transient loading conditions is demonstrated through simulations of split Hopkinson pressure bar tests up to a strain rate of 2000/s. The constitutive model is implemented in a finite‐element analysis software Abaqus to analyze underground tunnels in sandy soil subjected to internal blast loads. Parametric studies are conducted to examine the effect of relative density and type of sand and of the depth of tunnel on the variation of stresses and deformations in the soil adjacent to the tunnels. Copyright © 2012 John Wiley & Sons, Ltd.