【摘要】 饱和软粘土地基孔压不易消散,夯击容易引起土体侧向挤出和向上隆起,降低夯实效果,为此必须采用辅助措施,强夯置换和设置竖向排水通道,本文总结了若干工程经验,阐述了强夯有效影响深度,最佳夯击能,强夯地基的强度和变形问题。更多还原

【Abstract】 For saturated soft soil foundation, pore water pressure is not easy to dissipate, dynamic consolidation results in soil lateral extruding and upward upheave and reduce compaction effect, so secondary measures such as dynamic replacement and arrangement of vertical drainage paths will be applied. The paper will introduce some experiences of effective influence depth, optimal dynamic energy, strength and deformation of dynamic consolidation foundation.更多还原