Publisher DOI: 10.1061/(ASCE)GM.1943-5622.0001291
Title: Mechanical characterization of pavement granular materials using hardening soil model
Language: English
Authors: Nagula, Sparsha Sinduri 
Robinson, R. G. 
Krishnan, J. Murali 
Issue Date: 1-Dec-2018
Source: International Journal of Geomechanics 12 (18): 04018157- (2018-12-01)
Journal or Series Name: International journal of geomechanics 
Abstract (english): Various testing methods, such as the static triaxial test, cyclic resilient modulus test, repeated-load static triaxial test, repeated-load California Bearing Ratio (CBR) test, and repeated-load oedometer test, were explored to characterize pavement granular materials. Using such methods, an experimental data set of the stress-strain response of a typical granular material was collected. The modulus values as obtained from the cyclic triaxial tests and the various repeated-load tests were compared. The feasibility of predicting the behavior of the granular material using the hardening soil model was analyzed. Hardening soil model parameters were calibrated using simple static triaxial test data. The effectiveness of the model in predicting the material behavior was then verified by predicting the other experimental results using the hardening soil model with a finite-element implementation. The stress-strain behavior as predicted by the model matched well with the experimentally measured stress-strain values; hence the validity of the hardening soil model was ascertained. © 2018 American Society of Civil Engineers.
URI: http://hdl.handle.net/11420/2397
ISSN: 1532-3641
Institute: Geotechnik und Baubetrieb B-5 
Type: (wissenschaftlicher) Artikel
Appears in Collections:Publications without fulltext

Show full item record

Page view(s)

13
Last Week
1
Last month
checked on May 25, 2019

Google ScholarTM

Check

Export

Items in TORE are protected by copyright, with all rights reserved, unless otherwise indicated.