pile toe

基本解釋

A method based on the stress-wave theory to estimate the static resistance at pile toe during pile driving has been developed.
本文利用應(yīng)力波理論建立了計(jì)算打樁時(shí)樁端土靜阻力的公式。
It was observed that the ratio of pile toe penetration to foundation settlement decreased with the increase of pile number under the same foundation loading.
試驗(yàn)表明：在相同基礎(chǔ)荷載作用下，樁數(shù)的增加使樁端刺入變形量占基礎(chǔ)沉降的比例降低。
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A theoretical computational formula has been given, it can react the rule that pile toe resistance changes with pile distance in large pile groups foundation.
該公式能較好地反映大型群樁基礎(chǔ)的端阻力隨樁距變化的客觀規(guī)律。