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强夯加固深度的应力波分析法初探
引用本文:陈孟英.强夯加固深度的应力波分析法初探[J].福州大学学报(自然科学版),1998(6):75-80.
作者姓名:陈孟英
作者单位:福州大学土木建筑工程学院
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

关 键 词:强夯  弹塑性  应力波

A Study on Reinforce Depth of Dynamic Consolidation Using Stress Wave Method
Chen Menying.A Study on Reinforce Depth of Dynamic Consolidation Using Stress Wave Method[J].Journal of Fuzhou University(Natural Science Edition),1998(6):75-80.
Authors:Chen Menying
Institution:Chen Menying (College of Civil and Architectural Engineering,Fuzhou University,Fuzhou,350002)
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.
Keywords:dynamic consolidation  elastic-plstic  stress wave  
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