竣工期的英文

• time of completion

• "竣工"英文翻译    be completed
• "期"英文翻译    designated time
• "延长竣工期" 英文翻译 :    extension of time for completion
• "延长竣工期；延长完工期" 英文翻译 :    extension of time for completion
• "竣工时间；完工时间；竣工期限" 英文翻译 :    time of completion
• "竣工期限的延长" 英文翻译 :    extension of time for completion
• "工期" 英文翻译 :    time limit for a project◇工期定额 working-day norm
• "竣工" 英文翻译 :    (of a project) be completed 提前竣工 have been completed ahead of schedule; 竣工测量 acceptance survey; 竣工面积 floor space completed
• "开工期" 英文翻译 :    under-stream period
• "施工期" 英文翻译 :    construction period; construction time; stage of construction
• "试工期" 英文翻译 :    trial period
• "停工期" 英文翻译 :    downtime; dt; stoppage period
• "总工期" 英文翻译 :    total project duration
• "坏竣工" 英文翻译 :    mc mechanical completion
• "竣工年" 英文翻译 :    year of completion
• "竣工式" 英文翻译 :    completion ceremonyk
• "竣工图" 英文翻译 :    as built drawings; as co tructed drawing; as completed drawing; as-built drawing; as-completed drawing setting the accounts; as-constructed drawing; asbuilt drawings; completion drawing; completion work chart; finished plan; measured drawing; record drawings
• "竣工线" 英文翻译 :    finished line
• "悲观工期" 英文翻译 :    pessimistic duration
• "耽误了工期" 英文翻译 :    delay the project
• "对施工期间" 英文翻译 :    apologize for any inconvenience caused during building operation
• "赶工工期" 英文翻译 :    crash duration
• "工期定额" 英文翻译 :    work-day quota
• "工期计算" 英文翻译 :    duration calculation
• "工期索赔" 英文翻译 :    claim for extension of time

• Extension of time for completion
  延长竣工期
• This text through the study of management at preparatory stages of project under construction to engineering , construct course and the time of completion , have systematically explained the management of the whole course of project under construction of engineering
  本文通过对工程建设施工项目准备期、施工过程及竣工期的管理进行研究，系统地阐述了工程建设施工项目全过程的管理。
• By analyzing and calculating the structure and stress distribution status of foundation under time of completion , operating period and earthquake condition , the initial determination on the kinetic strength and liquefied possibility of underlying sand layer beneath the dam foundation are obtained
  分析一计算结构及地基在竣工期、运行期和地震作用下变形和应力分布状况，并初步判断闸坝基础卜伏砂层的动弧度及液化的可能性。
• In this project , the maximum height of the dam is 81m , but the deep overburden in the riverbed has the depth of 147 . 95m which is about two times of the maximum height of the dam body , so the seepage and liquefaction prevention of the dam foundation becomes the key and important problem in the design of the dam project . the static stress and deformation under three different projects - horizontal blanket project , clay core project and asphalt core project - for the dam is analyzed comprehensively . the damage that may be induced by variable factors on the dam body in time of engineering completion and water impounding operation period is seriously studied
  其次，将这一模型用于分析下坂地水利枢纽工程，由于该工程河床覆盖层深度最深达147 . 95m ，是坝体高度的近两倍左右，坝基的渗流和液化成为坝体安全主要问题，本文对该坝的三种设计方案即水平铺层防渗方案、粘土心墙防渗方案及沥青心墙防渗方案的静态应力位移及坝体在竣工期、蓄水期等各个阶段可能产生的破坏进行了认真研究。
• Thirdly , because the depth of the seepage prevention wall of xia ban di dam project has the value of 85m which is the maximum depth in the dam projects in our country , the stress state of the seepage prevention wall is very complicated , the influence of nine modulus for nine kinds of seepage prevention wall material on the stress and displacement of the seepage prevention wall is studied and the rule of the change of stress and displacement with the change of characteristic parameters for seepage prevention wall under time of engineering completion and water impounding operation period is given in this paper
  第三，鉴于大坝基础混凝土防渗墙深度达85m ，厚度仅为1 . 0m ，防渗规模和工程难度为国内之最，墙体应力比较复杂，本文研究了大坝施工填筑竣工期、水库蓄水运行期防渗墙的应力和变形随墙体参数的变化而变化的规律，为大坝安全设计及防渗墙墙体材料的选择提供了理论依据。
• The main management work at the time of completion in project is handing over , acceptance check , guarantee and return visit etc . though every project of construction have his own characteristic , it is similar on management process and main management link , so long as we regard project under construction as a whole to manage systematically , we may make the good management result
  项目竣工期的管理工作主要是项目对业主的交接、验收与保修和回访等工作。尽管每一个工程建设施工项目都有自己的特点，但其管理过程和主要的管理环节是相似的，只要我们把施工项目当作一个整体加以系统管理，就有可能取得良好的管理效果。
• The choice dam type is especial importance , during the designed research of the rock - fill dam , particular under the rock - fill dam with very deeply cover layer , the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive , whether the . design of dam is scientific and reasonable , it is very important for cutting interpenetration and stability of the dam , , the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone , based on the study and analysis the design of cutting seep in the foundation with deep cover with earth , cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country , for the project of the clay vertical middle wall and vertical cutting interpenetration , the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration , respectively in terms of the different stage of complete period sluice period and working condition , adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project . have comparatively all - around comprehended the various model dam , particular the distribute rule of stress and strain of the cutting interpenetration system , provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body , the result of research and advice have very importance value in design and building for the similarity project
  工程设计中，坝型的选取显得尤为重要，特别对于坝基有深厚覆盖层的堆石坝，心墙和坝基防渗墙的应力和变形是坝体、坝基最敏感的部位，设计方案是否安全、科学和合理，对大坝防渗和稳定起到至观重要的作用。本文研究分析了国内外深厚覆盖层基础防渗设计、坝基混凝土防渗墙与坝体防渗体衔接形式及工程实际应用效果，为下坂地水利枢纽工程深厚覆盖层基础防渗设计的方案选择提供了参考；在吸收和归纳了国内外堆石坝的设计研究成果的基础上，对粘土心墙和坝基垂直防渗方案、沥青混凝土心墙和坝基垂直防渗方案以及粘土斜心墙和坝基水平铺盖防渗方案，分别按竣工期和蓄水运行期的不同工作情况进行了有限元非线性计算分析；对左岸高陡边坡的大坝防渗体与基础混凝土防渗墙的不同结合型式进行了三维有限元静力计算分析和研究；对混凝土防渗墙不同弹性模量对墙体应力和变位的影响进行了三维有限元静力计算分析和研究。通过对不同方案的计算分析和研究，比较全面的了解了各方案坝体，尤其是防渗体的应力和变形分布规律，为坝型选择、坝体结构设计、基础防渗墙与坝体防渗体的结合型式以及塑性区大小的确定提供了重要依据。