Triaxial Shear Tests on Pervious Gravelly Soils
- 1 January 1956
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Soil Mechanics and Foundations Division
- Vol. 82 (1) , 867-1-867-22
- https://doi.org/10.1061/jsfeaq.0000004
Abstract
Tests to determine shear characteristics of free draining gravelly soils; relations between shear resistance and density, amount of gravel, gradation, maximum particle size, and particle shape; effect of testing speed on shear test data and effect of specimen size for any maximum particle size up to 3 in.Keywords
This publication has 1 reference indexed in Scilit:
- Control of Embankment Material by Laboratory TestingTransactions of the American Society of Civil Engineers, 1953