lateral soil load

基本解释

Based on elastic theory and assumption that there is embedded deformation between pile and soil, the deformation and load of pile under lateral load are analyzed.
在弹性理论的基础上，假设桩-土之间有嵌入变形以模拟土的塑性，分析了水平荷载作用下桩基的荷载-变形特性。
The effects of the pile length, the velocity of shear wave of the soil and the duration of lateral impulse load at the pile head on the transient lateral dynamic response are investigated.
研究了桩长、桩周土剪切波速和桩顶横向激振力作用时间对桩的瞬态横向动力响应的影响；
With Substructural Analysis Method(SAM) and Windler foundation model of lateral reaction, an interaction analysis model of frame structure-pile foundation-soil under lateral load is established.
利用子结构分析方法和文克尔地基横向反力模型，建立了水平荷载下场高层框架结构。桩基础-地基的共同作用分析模型。