急需英语翻译,昨天网速差劲的很,文章没粘贴上,麻烦各位看官帮下忙!翻译软件勿进!

kuaidi.ping-jia.net  作者:佚名   更新日期:2024-08-23
帮我用英文翻译这篇文章 不要翻译器哦

每个人都有自己的梦想,我也不例外啦
Everybody dreams,including me.
我在小的时候想成为舞蹈家
As a little girl
I dreamt to be a dancer
那一个又一个华丽的圆圈舞缭乱了我的眼球
when dazzled by those fantastic circle dancing.

后来我长大啦
As I grown up
渐渐的圆圈舞从我的脑海中消失了
circle dances have been faded away in mind
我知道这不现实
since I've learnt it was beyond reality.

于是我又做起了记者梦
Then I dreamt to be a journalist
我很羡慕他们拿着话筒四处采访的样子
我也想成为记者
when impressed by the way they cover news everywhere with recorders

但是有梦想是不够的
Though, mere dreaming is not enough.
我们还要有行动不是吗?
Shouldn't we act to turn dreams true?
没有付出哪来成果?
How could one get crown without crosses?
我要为梦想开始奋斗起来呀!
Fighting for my dreams!

26岁的最后愿望
该坚持的坚持下去
该放弃的就放弃
抓牢机遇
不要再使自己很受伤
尽管可恼,痛苦的经历对我们很重要
我想坚强起来,再接下来的日子好起来
曾经没有感谢过你们
我想你们已经遗忘了这些点点滴滴
我想我能做到

Coal mining area directly over the bottom of the aquifer above the coal strata, with the construction and production of the mine, surface water levels in the aquifer will be gradually decreased, the effective stress in the soil increased, causing the consolidation settlement of soil around the well bore , applied to the shaft down to a very large vertical additional force (also referred to as negative friction), so that the vertical shaft by the load increased, with the formation of the settlement, vertical additional force increases, eventually leading to well Wall damage due to insufficient strength. Taking into account this problem, the letter Lake Mine Shaft shaft wall installation of retractable connector. This paper describes the joint design and retractable wall method of calculation and experiment results and numerical simulation of contrast.

Abstract:<dnt> the </dnt> coal mine mining area's base water-bearing stratum direct cover above the coal formation stratum, along with the mine pit construction and production advance, the surface soil water-bearing stratum's water level will drop gradually, in the soil body the actual stress will increase gradually, causes around the well chamber the soil layer consolidation settlement, will exert (is called negative friction force) for a well chamber quite big downward vertical attachment strength, causes the vertical load which the well chamber will receive to enlarge, along with the stratum subsidence, the vertical additional strength will increase gradually, will cause the wall insufficient to destroy finally because of the intensity. Considered this question, believe the lake mine pit well chamber installment contractibility wall attachment. This article introduced emphatically the contractibility wall attachment design's computational method, and carries on experimental and the numerical simulation c

Abstract:
Coal mining area directly over the bottom of the aquifer above the coal strata, with the construction and production of the mine, surface water levels in the aquifer will be gradually decreased, the effective stress in the soil increased, causing the consolidation settlement of soil around the well bore , applied to the shaft down to a very large vertical additional force (also referred to as negative friction), so that the vertical shaft by the load increased, with the formation of the settlement, vertical additional force increases, eventually leading to well wall damage due to insufficient strength. Taking into account this problem, the letter Lake Mine Shaft shaft wall installation of retractable connector. This paper describes the joint design and retractable wall method of calculation and experiment results and numerical simulation of contrast.
Key words: vertical additional force; retractable wall joints; model test; ANSYS simulation

难道你不知道有 在线翻译这东西。。不过太死硬了 最好不要翻译

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