Measurement of Bulk Mechanical Properities and Modeling the Load-Response of Rootzone Sands. Part 1: Round and Angular Monosize and Binary Mixtures

摘要

The bulk mechanical properties of two different types of rootzone sands(round and angular) were measured using a cubical triaxial tester. Two monosize sands (d-(50)0.375mm and 0.675 mm) and their 50:50 binary mixtures (d_(50)=0.500 mm) were studied . The compression, shear,and failure responses of the above-mentioned six compositions were analyzed, compared,and modeled. Two elastic parameters(bulk and shear moduli) and two elastoplastic parameters (swelling and consolidation indices ) of the six sand compositions were also calculated and compared. The angular sand was more compressible than round sand during isotropic compression .In addition, the angular sands tended to have lower initial bulk density and high porosity values. Among the three different size fractions, the 0.75 mm mixture was least compressible for both sand shapesl The failure strength and shear modulus of the angular sand wer higher than the round sands. Inaddition , due to their simplicity , phenomenological models were developed to predict the compression and shear behavior of the sands. The prediction models wer validated using subangular and subround sands. Average relative difference values were calculated to determine the effectivencess fo the prediction models.The mean average relative difference values for compression profiles, i.e.,volumetric stress vs. volumetric strain , were from 16% to 39% , except for the initial load-response protion (<1% volumertric strain). The predictive models were effective in reproducing the failure responses: at 17.2 kPa confining pressure the mean of average relative difference was 23% , at 34.5 kPa , the mean difference was 24%