竣工期 meaning in English
time of completion
Examples
- 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。