1) dock chamber wall
坞室墙
1.
The interaction of the dock chamber wall and foundation soil is considered using the finite element software MSC Marc, considering the foundation soil as continuous elastic and plastic ideal matter which is subjected to the Mohr-Coulomb rule and the friction between foundation soil and dock chamber wall belongs to the Coulomb friction.
利用MSCMarc有限元分析程序对坞室墙结构和地基土体进行共同作用整体建模分析,认为拉锚坞室墙结构是服从Mohr-Coulomb屈服准则的理想弹性介质,土体与坞室墙之间的摩擦属于Coulomb摩擦接触问题。
2) dock wall
坞墙
1.
According to the characteristics of construction,the construction method and the knowledge for the key technology such as dock wall form,sealing strip and concrete etc.
根据施工过程中的特点,介绍坞墙施工中模板、止水带、混凝土等关键工艺的施工方法及体会,并对施工中应注意的一些问题进行探讨,对类似工程有一定的借鉴意义。
2.
The results indicated that the overall stability,anchorage length of anchor rod,as well as the strength of dock wall itself all met the requirements of specification.
在某大型干船坞设计中,对于工程地质条件好的区段,采用多锚衬砌式结构形式的坞墙,并利用大型有限元软件MSC。
4) interior of dry dock
干船坞坞室
5) dock wall (buttress type)
坞墙(扶壁)
6) wall bottom
坞墙底
补充资料：焦炉炭化室墙的火焰焊补
焦炉炭化室墙的火焰焊补
5矿。焦炉炭化窒墙蜘火嬲埠补
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