Effect of Sampling on Compressibility of Soft Clay

by Iraj Noorany, (M.ASCE), Prof.; Dept. of Civ. Engrg., California State Univ., San Diego, CA; and Consultant, Woodward-Gizienski & Assoc., San Diego, CA,
Iraj Poormand, (A.M.ASCE), Proj. Engr.; Southern California Testing Lab., San Diego, CA,

Serial Information: Journal of the Soil Mechanics and Foundations Division, 1973, Vol. 99, Issue 12, Pg. 1184-1188

Document Type: Journal Paper

Abstract: This study was conducted to compare the one-dimensional compressibility of perfect samples and undisturbed samples with the simulated in situ conditions for normally consolidated saturated clays. Results show that large stress changes accompanying the sampling processes which do not cause large strains have very little influence on the compressibility of clay.

Subject Headings: Soil compression | Clays | Consolidated soils | Saturated soils | Comparative studies | Field tests | Soil properties | Strain |

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