摘要
通过简要分析土工击实试验中超尺寸颗粒对最大干密度值的影响,提出实际应用中超尺寸颗粒常见的处理方法,有助于验证“公路土工试验规程”中超尺寸颗粒处理推荐修正公式的科学性和合理性。
By analyzing the influence of the out-size granule in geo-compactness on the maximal dry density, some measures for disposal of out-size granule in practice are presented, which proved the sc ientisticness and rationality of the corrected formula for this problem in ＂ Test Methods of Soils for Highway Engineering＂.
出处
《交通标准化》
2006年第4期26-28,共3页
Communications Standardization
关键词
击实试验
超尺寸颗粒
分析处理
修正公式
compaction test
out-size granule
analysis and disposal
corrected formula
