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Evaluation of laboratory vane shear test
Comparison was made between laboratory vane strength and unconfined compression strength of several remolded soils; it was found that constant ratio of unconfined compressive shear strength to vane shear strength resulted for each soil and this ratio varied from 0.6 to 1.4 for soils tested; effect of vane size, rate of shear, and aging of remolded samples before testing was studied; pocket penetrometer tests were also made on each of samples tested.
Evaluation of laboratory vane shear test
Comparison was made between laboratory vane strength and unconfined compression strength of several remolded soils; it was found that constant ratio of unconfined compressive shear strength to vane shear strength resulted for each soil and this ratio varied from 0.6 to 1.4 for soils tested; effect of vane size, rate of shear, and aging of remolded samples before testing was studied; pocket penetrometer tests were also made on each of samples tested.
Evaluation of laboratory vane shear test
Nat Research Council -- Highway Research Board -- Research Rec
Goughnour, R.D. (author) / Sallberg, J.R. (author)
1964
15 pages
Article (Journal)
English
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