矿业科学学报2024，Vol.9Issue(3)：361-369,9.DOI:10.19606/j.cnki.jmst.2024.03.005
强夯法加固可液化砂质粉土地基试验研究
Experimental investigation on dynamic compaction for reinforcement of liquefiable sandy silt foundation
摘要
Abstract
In light of the significant presence of liquefiable sandy silt layers in the foundation of the airfield area at the Beijing Daxing airport,this study employed a low-energy,small spacing,and low blow count dynamic compaction method to treat it.To assess the compaction effects and determin the parameters of the compaction process,two energy levels of 1 000 kN·m and 2 000 kN·m were selected,with each energy level tested at 4,6,8,10,and 12 blow counts.Additionally,the effect of the surface frozen soil layer on compaction was investigated using 1 000 kN·m energy level with 4,6,and 8 blow counts.The full depth standard penetration,surface wave and dry density tests were carried out in the dynamic compaction test area.The experimental results revealed that the sandy silt soil foundation exhibited increased compaction,propagation wave veloci-ty,and enhanced liquefaction resistance after dynamic compaction.Optimal blow counts were deter-mined as 10 and 8 for energy levels of 1 000 kN·m and 2 000 kN·m,the corresponding dynamic consolidation depth is 4.5m and 5.5m,and the eliminating liquefaction depth is 4.3m and 5.3 m,respectively.Besides,the standard penetration test requires a minimum of 10 and 12 blows in the depth range of 4.5 m and 5.5 m for energy levels of 1 000 kN·m and 2 000 kN·m.At the optimal blow counts,the dry density of the surface layer of the original foundation should not be less than 1.45 g/cm3.The experimental results suggest that,for foundation treatment in the runway area,the dynamic compaction level of 2 000 kN·m is suitable,and 1 000 kN·m dynamic compaction level is used for foundation treatment in the apron and taxiway area.关键词
液化地基/强夯法/标准贯入/面波检测Key words
liquefied foundation/dynamic compaction/standard penetration tests/surface wave tests分类
矿业与冶金引用本文复制引用
王家磊,张合青,余虔,韩进宝,刘洋,姚妙娴..强夯法加固可液化砂质粉土地基试验研究[J].矿业科学学报,2024,9(3):361-369,9.基金项目
北京市自然科学基金(8222020) （8222020）
