1) soil abutment
土台
1.
As the background to Shanghai Expo Axis Foundation Pit Project Bid Section 1, based on the result of centrifuge model test,after the shape and construction sequence of the soil abutment have been changed,the bevel bracing was cancelled.
本文以上海世博轴Ⅰ标基坑工程为背景,以离心模型试验为依据,通过改变土台形式及施工顺序等手段,取消了逆作法施工时的斜抛撑。
2) backfilling behind abutment
台背填土
1.
There are some emphases discussed which about picket abutment backfill in road construction in this paper,and on the basis of engineering practice of the backfilling behind abutments of Shen-Da freeway to summarize the measures of quality control.
对道路施工中的台背填土施工时需要重点注意的问题进行了讨论分析,以沈大高速台背填土的施工为例总结了台背填土的质量控制措施,对其他道路施工的台背填土施工和类似工程具有提示和借鉴意义。
3) mound width
土台宽度
4) soilstep
土质台阶
5) soil-pile-raft
桩-土-承台
6) soil under cap
承台底土
1.
So, that the soil under caps affects the caps and piles is discussed.
文中在对群桩刚性承台动阻抗的求解过程中 ,首次考虑了承台底土与承台及群桩的动力相互作用。
补充资料：土台遗址
遗址位于新疆若羌县城西北约3公里处，台周长180米，残高10米左右，土坯垒砌。台顶平，但不见建筑痕迹。在土台四周有较大的卵石，以及红烧土、灰土、陶片等。土台可能是一座巨大的烽火台。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条