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SOILS AND FOUNDATIONS
This paper describes the tensile strength measured for three kinds of statically compacted unsaturated soils; mixtures of clay¿silt¿sand, Narita-sand and Kanto loam. Specimens were directly prepared either under controlled compaction stress or under controlled dry density by statically compacting them within the tensile mold of the apparatus. Image analysis was done to show the normality of tensile force to the tensile failure plane. Tensile strengths (qt) were compared with the unconˆneddoi:10.3208/sandf.47.911 fatcat:kfvuf6wprjbkpe2njvv3gnvloa