Discrepancy in the Critical State Void Ratio of Poorly Graded Sand due to Shear Strain Localization

Journal Article · Sat Aug 01 00:00:00 EDT 2020 · Journal of Geotechnical and Geoenvironmental Engineering

DOI:https://doi.org/10.1061/(asce)gt.1943-5606.0002280· OSTI ID:1681196

Imseeh, Wadi H. ^[1]; Alshibli, Khalid A. ^[1]; Al-Raoush, Riyadh I. ^[2]

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1. Univ. of Tennessee, Knoxville, TN (United States)
2. Qatar Univ. (Qatar)

The critical state (CS) concept is a theoretical framework that models the constitutive behavior of soils, including sand and other granular materials. It supports the notion of a unique postfailure state, where the soil ultimately experiences continuous shearing with no change in the plastic volumetric strain. However, the published literature has frequently noted the nonconvergence of sand specimens with different initial densities to a unique CS in the compression plane due to many factors such as specimen fabric, particle morphology, breakage, and grain size distribution. This paper examines the CS for poorly graded (uniform) glass beads and 3 different types of silica sands using 50 conventional triaxial compression (CTC) experiments, 12 oedometer tests, and in situ synchrotron microcomputed tomography (SMT) scans for 10 CTC experiments. The results of the 50 CTC experiments revealed a diffused CS zone in the compression plane, which was further examined using the in situ SMT scans. A thorough three-dimensional image analysis of the SMT scans accurately quantified the evolution of the local void ratio (elocal) versus axial compression within zones of intensive shearing toward the center of the specimen. The evolution of the void ratio was also measured using the entire volume of the specimen (eglobal). At the CS, the elocal/eglobal ratio was assessed to be ~1.25 when a single shear band developed within the scanned specimens and ~1.1-1.15 for specimens that failed via external bulging that was internally manifested by the development of multiple shear bands. This finding suggests that the CS zone in the compression plane can be attributed to the common wrong consideration of eglobal evolution in lieu of elocal within the developing shear bands. Furthermore, the lack of shear band development in uniaxial compression has made the results of the oedometer test reliable in quantifying the CS parameters in the compression plane.

• Research Organization: Argonne National Laboratory-Advanced Photon Source, Argonne, IL (United States)
• Sponsoring Organization: USDOE Office of Science (SC)
• Grant/Contract Number: AC02-06CH11357
• OSTI ID: 1681196
• Journal Information: Journal of Geotechnical and Geoenvironmental Engineering, Journal Name: Journal of Geotechnical and Geoenvironmental Engineering Journal Issue: 8 Vol. 146; ISSN 1090-0241
• Publisher: American Society of Civil Engineers
• Country of Publication: United States
• Language: English

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58 GEOSCIENCES