摘要
针对路基检测技术的要求,结合路基土压实质量评定,通过现场K30测试,认为以地基系数K30与压实系数K综合评定路基土压实质量是必要的,以有效地保证路基填土的压实质量。
In light of the demand of subgrade examination technology, based on the result of K30 test, thought the method using ground coefficient K30 and compaction coefficient K to evaluate filled-soil compaction quality is feasible, in order to effectively guarantee compaction quality of roadbed filling.
出处
《山西建筑》
2007年第27期293-294,共2页
Shanxi Architecture
关键词
地基系数K30
平板载荷试验
压实系数
压实质量
ground coefficient K30, plate loading test, compaction coefficient, compaction quality
