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1)  base joint
底缝
1.
The feasibility of two usual engineering measures of setting peripheral joints and base joints to prevent cracking and yielding of high arch dams is studied for arch dam design.
对防止高拱坝坝踵开裂和屈服的两种常用工程措施周边缝和底缝进行研究。
2.
In this paper,the method of three dimensions fracture finite element and three dimensions K criterion are used in analyzing the stability of base joint of Xiao-Wan high arch dam.
采用三维断裂有限元及三维K判据分析了小湾高拱坝底缝扩展的稳定性。
2)  bottom joint
底缝
1.
As an engineering measure to reduce tensile stress of dam heel, the installation of man-made bottom joints in upstream bottoms of arch dams has already a history of 40 years.
作为减少坝踵部位拉应力的一个工程措施 ,在拱坝上游底部设置人工底缝已有 40年的历史。
3)  Fistulotomy
基底缝合
4)  3-D FEM
诱导底缝
1.
Analysis of bottom induced joint in arch dam of Xiaowan Project by using 3-D FEM;
小湾拱坝诱导底缝的三维有限元分析
5)  bottom crack
底部裂缝
1.
The factors that result in bottom crack of reinforcement concrete prefab girder;
对钢筋混凝土预制梁(板)因自重荷载引起底部裂缝成因及处理方法的探讨
6)  Bottom-locking weld
锁底焊缝
补充资料:阿钵底钵喇底提舍那
【阿钵底钵喇底提舍那】
 (术语)A^patti-pratides/ana,忏悔之梵语,新译曰说非。寄归传二曰:“阿钵底者,罪过也。钵喇底提舍那,即对他说也,旧云忏悔。非关说罪。何者?忏摩乃是西音,自当忍义。悔乃东夏之字,追悔为目。悔之与忍回不相干。若的依梵本,诸除罪时,应云至心说罪。”饰宗记八本曰:“旧云忏悔。”
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