摘要
强夯法加固地基具有质量可靠、造价低、进度快等特点。采用静力触探、标准贯入、浅层平板载荷试验相结合的方法,对冀东油田南堡一号人工岛试夯区两种不同夯击能吹填地基强夯效果进行了检测。结果表明:地基承载力特征值满足设计要求。
Dynamic compaction had the characteristics reliable quality,low cost,fast progress and so on.Two different dynamic compaction effects of hydraulic fill foundation were tested by using of static cone penetration test,standard penetration test,and shallow plate load test in Jidong Oilfield South Fort artificial island pre-consolidation area.The result shows that the foundation bearing capacity is greater than 100 kPa,pre-consolidation area foundation strength meet design requirements.
出处
《人民黄河》
CAS
北大核心
2011年第8期130-131,134,共3页
Yellow River
基金
华北水利水电学院青年科研基金资助项目(HSQJ2009026)
水利部堤防安全与病害防治工程技术研究中心开放基金资助项目
关键词
强夯
静力触探
标准贯入试验
地基处理
冀东油田
dynamic compaction
static cone penetration test
standard penetration test
foundation treatment
Jidong Oilfield
