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Strength of compacted clay at high pressure
Samples of clay were compacted wet of optimum to same initial water content and density conditions, and tested in unconsolidated-undrained (UU) and consolidated-undrained (CU) triaxial tests at confining pressures up to 1000 psi to simulate loading conditions on elements of soil in earth dam; one series of samples was prepared by static compaction to produce initially flocculated soil structure; another series was prepared by kneading compaction to produce dispersed structure; UU tests indicated that all confining pressures, samples prepared by static compaction were stronger and stiffer than those prepared by kneading compaction. (02419)
Strength of compacted clay at high pressure
Samples of clay were compacted wet of optimum to same initial water content and density conditions, and tested in unconsolidated-undrained (UU) and consolidated-undrained (CU) triaxial tests at confining pressures up to 1000 psi to simulate loading conditions on elements of soil in earth dam; one series of samples was prepared by static compaction to produce initially flocculated soil structure; another series was prepared by kneading compaction to produce dispersed structure; UU tests indicated that all confining pressures, samples prepared by static compaction were stronger and stiffer than those prepared by kneading compaction. (02419)
Strength of compacted clay at high pressure
ASCE J Soil Mech Found Div
Lee, K.L. (author) / Haley, S.C. (author)
1968
30 pages
Article (Journal)
English
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