摘要
对广东某抛石填海造陆地区的陆域回填区和海域回填区分别进行了18000kN·m高能级强夯地基处理对比试验,详细介绍地质条件、设计参数,通过夯后动力触探试验、瑞雷波试验、标准贯入测试、平板载荷试验检测得出,18000kN·m能级强夯加固抛石填海造陆地基处理效果良好。
A comparative test of foundation treatment using dynamic compaction of 18 000 kN·m was carried out for the land backfill area and sea backfill area of a marine reclamation land in Guangdong Province.The geological conditions and design parameters were introduced in detail,The treatment effect was obtained by dynamic sounding test,Rayleigh wave test,standard penetration test and plate load test after compaction.
出处
《工业建筑》
CSCD
北大核心
2010年第4期96-99,共4页
Industrial Construction
关键词
地基处理
高能级强夯
填海造陆
18000kN·m
foundation treatment
dynamic compaction of high energy level
marine reclamation land
18 000 kN·m
