摘要
本文对同一岩性按相似级配法制备的两种粗粒土,在试验条件基本相同的情况下,分别进行比重、于容重、固结和三轴剪切试验,并对试验结果进行了对比分析。
Two kinds of coarse-grained soil specimen are prepared by similar grain-size distribution method. Tests of specific gravity, dry density, consolidation and triaxial shear being conducted under similar testing conditions. Comparison and analysis of the test results are made.
出处
《勘察科学技术》
1991年第2期25-29,共5页
Site Investigation Science and Technology
