EXPERIMENTAL RESEARCH ON HIGH VACUUM DENSIFICATION METHOD TO REINFORCE SATURATED DREDGER FILL FOUNDATION
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摘要: 采用高真空击密法加固某滨海饱和吹填砂性土地基。试验结果表明:1)井点强降水能迅速降低夯前地下水位和静孔隙水压力,有效抑制强夯时产生的超静孔隙水压力的增长;2)不同夯点产生的动应力对土体沿深度产生叠加效应,深度为(2~3)倍夯锤直径处的土体强度提高最显著,且夯点间距越小加固效果越好,但对有效加固深度没有明显影响;3)加固后的土体强度和地基承载力得到显著提高,有效加固深度达到8 m左右,有效加固深度和地基承载力均满足设计要求。实践表明,高真空击密法加固滨海饱和吹填砂性土地基有很强的适用性和良好的加固效果。Abstract: In this paper,high vacuum densification method reinforced saturated dredger fill foundation in coastal land was introduced.Test results show: Firstly,powerful well-point dewatering can quickly decrease the groundwater table and static pore water pressure before ramming,which can effectively limit growth of super static pore water pressure in the process of ramming.Secondly,dynamic stress caused by different ramming point produces overlapping effect along the depth and the most significant soil strength appear about depth of double to treble hammer diameter.The smaller the ramming point spacing is,the better the reinforcement effect will be.While the ramming point spacing takes little impact on effective reinforcement depth.Thirdly,soil strength and foundation bearing capacity increase greatly,effective reinforcement depth is about 8 m;all these are satisfied for design requirements.It is useful and good to improve to saturated dredger fill foundation with high vacuum densification method in the practice.
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