pile toe

基本解释

A method based on the stress-wave theory to estimate the static resistance at pile toe during pile driving has been developed.
本文利用应力波理论建立了计算打桩时桩端土静阻力的公式。
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.
试验表明：在相同基础荷载作用下，桩数的增加使桩端刺入变形量占基础沉降的比例降低。
118.145.16.223
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.
该公式能较好地反映大型群桩基础的端阻力随桩距变化的客观规律。