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1)  dike built with mattress of sand-filled long tubular sack
长管袋褥垫沉排坝
1.
Discussion on emergency mechanism of dike built with mattress of sand-filled long tubular sacks;
长管袋褥垫沉排坝出险机理浅谈
2)  long sack-tube cushion
长管袋褥垫
3)  long tubular pocket experimental spur dike
长管袋实验坝
4)  geotube embankment
管袋堤坝
1.
Experiment on the stability of geotube embankments in river current;
管袋堤坝在水流作用下的稳定性模型试验
2.
Experimental study on geotube embankment stability with deep currents
管袋堤坝在深水水流作用下的稳定性试验
3.
The stability of geotube embankment under wave and current action is studied in this paper.
本文通过模型试验对管袋堤坝在波浪、水流作用下的稳定性进行了研究。
5)  length of mat
沉垫长
6)  cushion [英]['kʊʃn]  [美]['kuʃən]
褥垫
1.
Numerical tests on the mechanism of the cushion in composite foundation;
复合地基中褥垫作用机理研究
2.
According to the results of in-situ tests,the failure mechanism of composite foundation is mainly decided by the interaction between soil and cushion in the state of thick cushion or under embankments;and the practical bearing capacity of a pile in composite foundation is not brought into full play.
在厚褥垫状态或路堤荷载作用下复合地基的破坏主要取决于桩-褥垫体系的作用,复合地基中单桩的承载力远未发挥出来。
3.
A cushion is installed under a pile cap, then the load is redistributed between the pile and soil.
首先利用数值试验的方法 ,系统研究了 4种模量的代表性群桩复合地基 (极柔性桩、一般柔性桩、半刚性桩、刚性桩 )施加褥垫后的承载性状 ,分析了褥垫在复合地基中的加固机理与作用。
补充资料:长排
1.排律之长者。
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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