摘要
对日照港7#、8#煤堆场10万m2地基及3万m2轨道梁基础依据地质条件不同,分不同区域进行试夯检测分析。通过试夯检测分析,确定了不同地质条件下,对地基进行强夯处理的最佳夯击能、夯点布置、夯击次数、停夯标准,以便于大面积强夯。
The 100 000m^2 foundation for 7# ＆ 8# coal yards and 30 000 m^2 foundation for rail bearer are divided into different areas for trial tamping according to the different geological conditions in Rizhao Port. Based on the analysis of the trial tamping test results, the best tamping energy, arrangement of tamping spots, tamping times and terminating standard are determined, which is helpful for large-area dynamic compaction construction.
出处
《水运工程》
北大核心
2006年第3期64-68,共5页
Port & Waterway Engineering
