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1)  boxshaped wall
空箱岸墙
1.
Such methods include that filling earth in the traffic bridge to change the position of gravitative centre of sluice chamber,and adding insertwalls to reduce the wall pressure of boxshaped wall.
在城西闸闸室稳定设计中,利用公路桥桥面适当填土来调整闸室的重心位置,并增做刺墙以减小空箱岸墙的墙后受荷宽度。
2)  Hollow Box Retaining Wall
空箱挡墙
1.
Design and Numerical Analysis of the Bias Tunnel Crossing a Half-Parallel Line Reeving Hollow Box Retaining Wall
偏压隧道半顺穿空箱挡墙设计数值分析研究
3)  Empty Box Type Soil Baffle
空箱挡土墙
1.
Research of Sluice Overall Structure Design s Method and Application of Empty Box Type Soil Baffle;
水闸整体结构设计方法研究及空箱挡土墙的应用
4)  quay wall
岸墙
1.
Based on an analysis on the lithologic character of gate site strata, high pressure gunite technique is adopted for the construction of pile foundation with large diameter, so as to improve the foundation bearing capacity of quay wall sand foundation at both sides of tide gates.
介绍了大风江调水工程中的东场挡潮闸工程的基础及工程地质情况,分析了闸址地层岩性,提出了采用高压喷射灌浆技术形成较大直径桩基,提高挡潮闸两岸岸墙砂基础的地基承载力,并详细论述了高喷桩的设计、施工和质量控制。
5)  sheet pile bulkhead
板桩岸墙
6)  wharf wall
码头岸墙
补充资料:墙岸
1.堤岸。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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