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1)  shore-connection
接岸
1.
through the analysis of construction technique and quality inspection of wall-type CDM structure,the study provided that it is feasible to use CDM technique to improve soft soil foundation of the shore-connection structure of a high-pile wharf.
通过对壁式CDM结构的施工工艺和施工质量检验效果的分析,指出采用深层水泥搅拌技术对高桩码头引桥接岸结构的软基进行处理是可行的,可以有效地解决以往接岸结构中的差异沉降大的难题。
2)  link-banked structure
接岸结构
1.
Discussing about how to choose the link-banked structure of inland upright wharf;
内河架空直立式码头接岸结构的选择探讨
2.
Through analysis on the types and characteristics of damage of high-piled wharf due to earthquake,a more reasonable link-banked structure of high-piled wharf is proposed.
通过对过去高桩码头发生震害的类型及特点的分析,结合接岸结构连接处理中的常见病害及其对码头的不利影响,提出一种比较合理的高桩码头接岸结构处理连接形式。
3)  connection between ship and bank
船岸连接
4)  shore Connecting Structure
接岸结构
5)  berthing velocity
接岸速度
1.
Based on the field data of berthing velocity for 2 kinds typical inland fleets(1500 t and 2000 t),the berthing velocities have been numerically simulation by using of Mime Carlor method in this peper.
文章根据内河船舶中较为典型的两种船型(1500t和2000t)法向接岸速度实测子样,采用蒙特犬洛法,通过计算机随机实验对其法向接岸速度进行随机模拟,并经过统计检验求出法向接岸速度最大值的分布服从极值I型分布和最大值的失效概率曲线,并与现行港口工程技术规范建议值及有关资料进行了比较。
2.
Based on the serial site measured data of normal berthing velocities for different inland fleets,the statistical analysis has been made in this paper,which shows that the probability distribution at any time point for normal berthing velocity of inland fleet tends to have extremum I type distribution.
本文根据内河不同吨位船舶法向接岸速度比较系统的观测资料,进行了统计分析并得出内河船舶法向接岸速度任意时点的分布服从极值Ⅰ型分布。
6)  shore connecting facilities
接岸设施
补充资料:九江日南济北接蕲春南与浔阳岸
【诗文】:
江路一悠哉,滔滔九派来。远潭昏似雾,前浦沸成雷。
鳞介多潜育,渔商几溯洄。风摇蜀柿下,日照楚萍开。
近漱湓城曲,斜吹蠡泽隈。锡龟犹入贡,浮兽罢为灾。
津吏挥桡疾,邮童整传催。归心讵可问,为视落潮回。



【注释】:



【出处】:
全唐诗:卷65_13
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