【摘要】 讨论强夯的应力波现象，对土性采用加载时为线性弹塑性和刚性卸载的假定，运用一维应力波理论基础提出确定强夯的塑性波传播范围的计算式，可预估强夯的加固深度更多还原

【Abstract】 This paper discusses the phenomenon of stress wave associated with dynamic consolidation,and proposes a formula to estimate propagate range of plastic wave for dynamic consolidation on the assumption that,stress-strain relation of soil is linear elastic-plastic in loading and rigidity in unloading,by use of one-dimension stress wave theory. This formula is able to preestimate reinforce depth for dynamic consolidation.更多还原