lateral soil load

基本解釋

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.
在彈性理論的基礎(chǔ)上，假設(shè)樁-土之間有嵌入變形以模擬土的塑性，分析了水平荷載作用下樁基的荷載-變形特性。
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.
研究了樁長(zhǎng)、樁周土剪切波速和樁頂橫向激振力作用時(shí)間對(duì)樁的瞬態(tài)橫向動(dòng)力響應(yīng)的影響；
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.
利用子結(jié)構(gòu)分析方法和文克爾地基橫向反力模型，建立了水平荷載下場(chǎng)高層框架結(jié)構(gòu)。樁基礎(chǔ)-地基的共同作用分析模型。