A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Compaction Tests on Gravelly Soils with Cohesive Soil Matrix
As part of ES 521-A, 'Effect of Maximum Particle Size, Triaxial Compression and Compaction Tests,' compaction tests were performed on a gravelly material with cohesive binder to determine the effect of large-size particles on maximum dry density and optimum water content and to obtain data for use in preparing the triaxial specimens. The effect of mold diameter and the effect of scalping both with and without replacement for oversize material were also investigated.
Compaction Tests on Gravelly Soils with Cohesive Soil Matrix
As part of ES 521-A, 'Effect of Maximum Particle Size, Triaxial Compression and Compaction Tests,' compaction tests were performed on a gravelly material with cohesive binder to determine the effect of large-size particles on maximum dry density and optimum water content and to obtain data for use in preparing the triaxial specimens. The effect of mold diameter and the effect of scalping both with and without replacement for oversize material were also investigated.
Compaction Tests on Gravelly Soils with Cohesive Soil Matrix
R. W. Cunny (author) / W. E. Strohm (author)
1964
37 pages
Report
No indication
English
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