2006•Journal of Logistical Engineering UniversityRequires access

Triaxial Test on Unsaturated Loess in the Middle of Compaction Pile

Sun Shu

Abstract

This paper describes a triaxial testing of unsaturated soils apparatus modifled by Chen Zhenghan for compacted loess and a triaxial testing on saturated soils for uncompacted loess by CDS. The effects of compacting on stress-strain rela-tion at different degrees of suction and confine press are discussed. Parameter of deformation and strength are obtained, compared and analyzed these parameters.

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Available abstract

Key concepts: Loess, Geotechnical engineering, Compaction, Triaxial shear test, Geology, Soil water, Suction, Pile