期刊:Journal of the Soil Mechanics and Foundations Division [American Society of Civil Engineers] 日期:1956-01-01卷期号:82 (1)被引量:56
标识
DOI:10.1061/jsfeaq.0000004
摘要
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.