论文部分内容阅读
为了确保湖南省长沙黄花一级机场的施工质量,为制订合理的施工技术方案提供科学依据,水电部杭州机械设计研究所受湖南省机械化施工公司委托,于1985年年底在机场现场,用美制 MC—2型核子水分—密度计,对土基填筑压实进行试验和测试。现将试验情况介绍如下:一、土料物理力学性质按水电部《土工试验规程》(SDS01—79)试验。土壤名称按《工业民用建筑地基基础设计规程》(TJ7—74)(试用)确定。结果列于表1、2(湖南省机械化施工公司提供)。
In order to ensure the construction quality of Changsha Huanghua first class airport in Hunan Province and provide a scientific basis for formulating reasonable construction technology plan, the Hangzhou Mechanical Design Institute of MOH, commissioned by Hunan Mechanized Construction Company, at the airport site at the end of 1985, -2-type nuclear moisture - density meter, the compaction of soil-based compaction test and test. The test conditions are described below: First, the physical and mechanical properties of soil According to the Ministry of hydropower “Geotechnical Test Procedures” (SDS01-79) test. Soil name according to “Industrial Civil Building Foundation Design Code” (TJ7-74) (trial) to determine. The results are shown in Tables 1 and 2 (provided by Hunan Mechanized Construction Company).