driven cast-in-place pile

基本解釋

It is the basic method of understanding the performance behavior of big diameter driven cast-in-place pile by the test of stress and strain.
樁身應(yīng)力應(yīng)變測(cè)試是從微觀上了解樁基工作性狀的基本方法。
This paper introduces the experimental results of driven cast-in-place tubular pile applied to treatment of bridgehead jumping in Chang-Xing Section of Hang-Ning Highway.
介紹了杭-寧高速公路長(zhǎng)興段沉管灌注筒樁（簡(jiǎn)稱筒樁）處理高速公路橋頭車的試驗(yàn)研究。
Driven cast-in-place pile is widely used because it has many advantages such as high efficiency of accomplishing pile, high carrying capacity, lower project cost, controlling pile-length agility.
沉管灌注樁以其成樁效率高、承載力強(qiáng)、工程成本低、樁長(zhǎng)控制靈活等優(yōu)點(diǎn)而得到廣泛地應(yīng)用。