大坪的英文

• daping
• otsubo
• taepyong
• tai peng

• "大"英文翻译    big; large
• "坪"英文翻译    level ground
• "大坪村" 英文翻译 :    tai peng tsuen
• "军大坪" 英文翻译 :    jundaping
• "大坪公司" 英文翻译 :    dae pyung construction co., ltd
• "大坪孝雄" 英文翻译 :    ootsubo takao
• "渝都客栈（大坪店）" 英文翻译 :    yu du inn (da ping)
• "大品牌" 英文翻译 :    major industrial bases large enterprises major projects and well-established brands
• "大品经" 英文翻译 :    the larger or fuller edition of a canonical work work especially of the
• "大品般若" 英文翻译 :    i. e. the
• "大苹果" 英文翻译 :    the big apple
• "大品" 英文翻译 :    the larger or fuller edition of a canonical work work especially of the next
• "大苹果城" 英文翻译 :    big apple
• "大拼盆" 英文翻译 :    assorted cold dish

• Verification of human bones of daping graves in wanzhou , chongqing city
  重庆万州大坪墓群人骨鉴定
• Numerical simulation of the 3d landslide stability in three gorges area based on nmr
  三峡库区大坪滑坡体地质特征及稳定性分析
• Then take the daping station as example , the particular design of feeder bus system there is given
  以大坪站为实例,详细讨论接运公交系统的设计。
• The paper presents a case study of its application in detecting effects of grouting in da - ping rock pile
  本文详细阐述了地震波法在大坪岩堆滑坡体灌浆加固处理效果检测中的应用。
• At last , based on the state of no 2 light rail of chongqing city and the bus routes along rail , eight stations such as yangjiaping , daping , xiejiawan , are settled as feeder station
  最后,分析重庆市轻轨二号线及沿线常规公交汽车运营现状,确定杨家坪、大坪、谢家湾等8个轻轨车站为接运站点。
• Daping tunnel in chongqing light - rail construction is located in downtown chongqing , where there has a dense population as well as numerous buildings . daping station tunnel enjoys a span in the clear of 19 . 8 meters , whereas its excavation span and area are 26 . 3 meters and 430 . 3 square meters respectively in the context of mere 4 - meter overburden and with a surrounding rock category of iii
  重庆轻轨大坪车站隧道位于重庆主城区内，地面上人口密集，建筑物林立，大坪车站隧道净跨19 . 8米，开挖宽度26 . 3米，开挖断面430 . 3m ~ 2 ，覆盖层厚仅4米，围岩类别为类围岩。
• A good many case of approaching excavation are studied in this article , such as the study of infection of be coal mining to the huayingshan tunnel , technology study of strucked tunnels of metro in shenzhen , countermeasure study of tunnel approaching pile foundation of metro in guangzhou , excavation methods optimized of large cross section subaqueous tunnel approaching pile foundation of lrt in chongqing , etc . on the basic of analysing and concluding relative study production all over the the world by the numbers , classification of approaching excavation , partition of approach zone , formula of partition of approaching zone , approach degree and countermeasure grade of generalized approaching excavation of underground works are put forward . general methods studying and trea
  本文结合作者多年来对华蓥山隧道减少压煤量研究、深圳地铁重叠隧道第11页西南交通大学博士研究主学位论文技术研究、广州地铁公纪区间广纺联段邻桩施工对策研究和重庆轻轨大坪大断面车站邻近基础浅埋暗挖工法优化分析等诸多近接施工问题案例的研究，在系统分析和归纳总结国内外相关研究成果的基础上，系统地提出了广义的地下工程近接施工的分类、分区、分区指标表达式、近接度与对策等级概念以及分区、分度准则，给出了研究和解决近接施工问题的普遍方法，如数值分析先行，模型试验、现场测试验证等。
• Based on the minimize trip time of passenger , optimal average distance between stations of monorail no . 2 in chongqing is 1 . 016km , and is 1 . 018 by the three stages method , and total length of line is 11 . 2km . based on the maximum of coverage of station , twelve stations are located from linjiangmen to zoo , and the twelve stations are linjiangmen , jiaochangkou , qixingang , pipa mountain park , lianglukou , eling park , xiaojiawan , daping , yuanjiagang , xiejiawan , yangjiaping , zoo
  基于乘客出行时间最少的轻轨2号线(起点为临江门,终点为动物园)最优平均站距应为1 . 016km ,运用三阶段规划法验证轻轨2号线的平均站距应为1 . 018km ,全线长度为11 . 2km 。基于站点人口覆盖量最大,沿线布设的12个站点应为:临江门、较场口、七星岗、枇杷山公园、两路口、鹅岭公园、肖家湾、大坪、袁家岗、谢家湾、杨家坪、动物园。
• Combined with the real example of monitoring pressure on the supporting system in the long span underground space of dk7 + 692 section at jiao - xin line of chongqing light railway , it is set forth the methods about choosing the support system and its parameter , digging methods of underground space , measuring and testing methods for the stress of the support system ; the testing results and variation pattern were analyzed for the stress of the initial supporting i - steel axial stress of bolt , stress of shot - concrete , supporting pressure of temporary i - steel and stress of steel of the second lining , then , the reason for deformation of the support system induced by sharp increase of i - steel was determined
  摘要结合重庆市轻轨较新线大坪车站大跨度地下空间dk7 + 692断面施工支护体应力监测的工程实例，阐述了该大跨度地下空间支护结构的参数选择、地下空间的开挖方法、支护体结构的应力量测方法及测试手段；分析了支护体初期支护工字钢拱应力、锚杆轴力、喷射混凝土内应力、临时工字钢支撑应力、二次衬砌钢筋应力等测试结果和变化规律；确定了工字钢拱应力急剧增大而可能引起支护体系失稳的原因。
• This proof following enterprise already through the authentication , and has set up a file in the dongguan 114 nets industry and commerce enterprise database , inquires the more detailed enterprise material , please dial the dongguan enterprise information desk 96060 ( artificially ) 9686810114 billion ( to be automatic ) , this enterprise numbers for 24579
  兹证明东莞市塘厦镇大坪村委会已通过认证，并已在东莞114网工商企业数据库中备案，查询更详细的企业资料，请拨东莞企业查询台96060 （人工） 9686810114 （自动） ，该企业编号为24579 。