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地基桩柱；基椿
1、pile up───积累，堆放起来；堆放，堆积; 积聚; 成堆
2、untidy pile───乱堆
3、foundation───n.基础；地基；基金会；根据；创立
4、pile on───堆在…之上；使堆积在…；（使）堆积， （使）蜂拥
5、culm pile───秆堆
6、infallible foundation───绝对基础
7、pile───n.(Pile)人名；(西)皮莱；(英)派尔；n.堆；大量；建筑群；vi.挤；堆积；积累；vt.累积；打桩于
8、compost pile───堆肥
9、voltaic pile───[电]伏打电堆
1、Influence of construction technology and geological condition on the reflecting wave form of the foundation pile test───浅谈施工工艺及地质条件对基检测反射波形的影响
2、Based on the original design for the artificial foundation pile, after the complex due to geological conditions, is changed to punch pile.───基础原设计为人工挖孔桩，后因地质情况复杂，现更改为冲孔桩。
3、method of analyzing and calculating the internal force of wharf foundation pile and vibration analysis method for wharf foundation pile under flood tide torrent are advanced.───涨潮急流下码头基桩内力的分析计算方法和基桩的振动分析方法，找出了断桩原因。
4、In high back fill soft soil foundation, the settlement causes foundation pile to bear some negative friction load.───高回填软土地基中由于沉降而使基桩承受一定的负摩擦作用。
5、Dynamic measurement technology of foundation pile with reflect wave method and frequency-initial velocity method and its application───反射波法和频率-初速度法基桩动测技术及其应用
6、The self-Balanced method is a new technologies of foundation pile static load test, vertical compression pile is closer to the actual working conditions of a test method.───自平衡试桩法是一种基桩静载试验新技术，是接近于竖向抗压桩实际工作条件的一种试验方法。
7、There are many methods detecting the integrity of foundation pile. Low strain method, which has low cost and is easy to use, is widely used by detection departments.───对基桩完整性检测的方法很多，因低应变法具有成本低、使用便捷等特点，被检测单位广泛采用。
8、On Quality Question of Foundation Pile of Setting Tube Filling Pile───某工程沉管灌注桩基桩质量问题探讨
9、High load-bearing capacity of foundation, pile the end of the second to be carried out on-site clean-up.───地基基础承载能力高，桩基结束需对现场进行二次清理。
1、Low - strain reflected wave method is used widely in foundation pile integrity detection.
2、This article introduces the method of mechanical impedance employed in the non-destructive quality-control of the foundation pile.
3、The stress - wave reflection method exist limitation in testing the quality of foundation pile. The direction of defects in pile body exerts a tremendous influence on testing results.