Experimental study on nominal compactness of soil-rock mixture

摘要: In order to detect the compaction quality of soil–rock mixture efficiently, non-destructively and rapidly, both correlation between macroshear wave velocity it shear fine grained soil dry density are researched by theoretical analysis experimental tests. So, degree interval (soil in rock clearance) is inferred mixture. Eventually, maximum compactness different mixtures found indoor large vibrating test. It defined as nominal used describe