摘要
为了进行公路工程黄土地基承载力测试,以黄土地区粉质粘土的现场载荷试验和动力贯入仪试验为基础,建立承载力、弹性模量和动力贯入阻力的关系,所得出的结论对于确定同类黄土地基的承载力具有重要的参考意义。
In order to carry out the tests on bearing capacity of loess foundation, the relationships between the bearing capacity, elastic modulus and dynamic penetration resistance were established based on the loading test and dynamic penetration test conducted on the silt clay in loess area, the conclusion it drew is significant for similar projects.
出处
《筑路机械与施工机械化》
北大核心
2011年第11期51-54,共4页
Road Machinery & Construction Mechanization
基金
陕西省自然科学基金项目(2010JM7021)
中央高校基本科研专项基金项目(CHD2009JC076)
关键词
道路工程
承载力
动力贯入仪
载荷试验
road engineering
bearing capacity
dynamic penetration device
loading test
