Strength and dilatancy of a silt stabilized by a cement and fly ash mixture

• Published in: Canadian geotechnical journal Vol. 39; no. 1; pp. 77 - 89
• Main Authors: Lo, S R, Wardani, S PR
• Format: Journal Article
• Language: English
• Published: Ottawa, Canada NRC Research Press 01-02-2002; National Research Council of Canada; Canadian Science Publishing NRC Research Press
• Subjects: Earth sciences; Earth, ocean, space; Engineering and environment geology. Geothermics; Engineering geology; Exact sciences and technology; Fly ash; Soil mechanics; Soils; Testing; strain; experimental studies; stress; shear; strength; stabilization; triaxial tests; fly ash; silt; rigidity; grains; rupture; cement; dilatancy; pore pressure; rock cementation; soils; mud
• ISSN: 0008-3674; 1208-6010
• DOI: 10.1139/t01-062

The mechanical behaviour of a weakly cemented silt was studied experimentally. The cementing agent was a cement and fly ash slurry, and the samples so formed were slightly cemented. In triaxial testing, both drained and undrained tests on saturated samples were conducted. Special zero effective stress tests were conducted to measure, directly, the contribution of bonding between grains to the enhanced strength and stiffness. The cemented soils were initially less dilatant than their respective parent soils but eventually became more dilatant than the parent soils. The shear strength data followed a curved failure surface that merged back, at high stress, into that of the parent soil. This feature can be captured by a failure function that models the contribution of cementing agent to strength as two parts, true bonding and increase in dilatancy rate at failure. Both parts degrade with an increase in confining stress, but at different rates.Key words: bonding, cemented soil, dilatancy, strength, triaxial testing.