多道瞬态瑞雷波法在地基强夯质量检测中的应用探讨

为了提高地基承载力，减少填土的不均匀沉降，对软土地基进行强夯加固是一种十分经济有效的地基处理方法。在沿海地区，填海工程和低丘整平地基处理中，大量使用强夯法。因此，强夯地基效果的检测十分重要。本文通过对多道瑞雷波法理论以及在强务地基检测应用效果的探讨，采用加权平均值法统计各测试．最地基土的承载力特征值，对整个测区的强夯效果进行全面评价。

The Application of Multi-channel Transient Rayleigh Wave on the Quality Examination of the Dynamic Compaction Foundation

In order to improve the bearing capacity of filled soil foundation, reduce the uneven subsidence of soft soil foundation, dynamic compaction is a very economic and effective method. In coastal areas, we always use dynamic compaction method for sea reclamation. Therefore;the survey of dynamic compaction effect is very important. This paper discusses the theory of multi-channel transient Rayleigh wave and its application effect on the dynamic compaction foundation, and uses the weighted average method to calculate the characteristic value of foundation bearing capacity; last evaluates the dynamic compaction effect of the whole study area.