Compression and Extension of K//0 Normally Consolidated Kaolin
This paper describes a series of triaxial tests carried out in microcomputer controlled stress path equipment to investigate the strength and the state boundary surface for one-dimensionally normally consolidated kaolin clay. These tests comprise a variety of stress and strain controlled loading paths including drained, constant p prime +0,and undrained tests in compression and extension, many of which were not available previously in conventional triaxial equipment. The tests show that both the strength and stress-strain behavior were significantly effected by a one-dimensional consolidation stress history.
J. H. Atkinson et al., "Compression and Extension of K//0 Normally Consolidated Kaolin," Journal of Geotechnical Engineering, vol. 113, pp. 1468-1482, American Society of Civil Engineers (ASCE), Jan 1987.
Civil, Architectural and Environmental Engineering
Keywords and Phrases
KAOLIN - Testing; STRAIN - Control; STRESSES - Analysis
Article - Journal
© 1987 American Society of Civil Engineers (ASCE), All rights reserved.
01 Jan 1987