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利用园孔扩理论分析静压桩挤土效应
引用本文:潘林有. 利用园孔扩理论分析静压桩挤土效应[J]. 地下空间与工程学报, 1999, 19(3): 174-177
作者姓名:潘林有
作者单位:温州大学建工系
摘    要:本文将静压桩的压桩过程模拟为园孔扩张课题,根据土塑性力学园孔扩张理论分析提出了压桩时塑性区影响范围和扩张压力的估算公式,并相应分析提出压桩时土体水平和竖向位移估算公式

关 键 词:静压桩  园孔扩张  挤土效应

Analysis on Extrusion Effect of Static Pressure Piles by Expansion Theory of Round Holes
Pan Linyou. Analysis on Extrusion Effect of Static Pressure Piles by Expansion Theory of Round Holes[J]. Chinese Journal of Underground Space and Engineering, 1999, 19(3): 174-177
Authors:Pan Linyou
Abstract:The process of pile pressing of static pressure pile is simulated as expansion of round hole. Based on expansion of round hole in plastic mechanics of soil, a formula for estimation of influencing sphere of plastic area and expansion pressure during pile pressing and a formula for horizontal and vertical displacements of soil body during pile pressing were suggested.
Keywords:static pressure pile   expansion of round hole   soil extrusion effect  
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