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施工结束的英文

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"施工结束"怎么读用"施工结束"造句

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  • construction completion

例句与用法

  • Simulates the interaction between pile and earth during the processes of the whole construction in the protecting landslide and the slope condition is worsened later
    程序中模拟了边坡治理的整个施工过程以及施工结束后边坡条件恶化过程中的桩-土相互作用。
  • 15 " time for completion " means the time for completing the execution of and passing the tests on completion of the works or any section or part thereof as stated in the contract calculated from the commencement date
    15竣工时间是指合同规定从工程开工日期算起到工程或其任何部分或区段施工结束并且通过竣工检验的时间。
  • This paper discussed about the changes of stress state on effect of soil properties . the reason of surface settlement and layer losses is that the stress state is not primeval one in and after tunneling construction . therefore it is necessary to select strength data in actual stress path in making tunnel deformation and stability analysis with continuous media mechanics
    本文讨论了隧道施工过程中,由于应力状态的变化对土性的影响, ,隧道施工之所以造成地表沉降和地层损失,是因为隧道施工过程中以及隧道施工结束后土层的应力状态已经不是原始应力状态,因此在选用连续介质力学方法对隧道施工进行变形和稳定性分析时,必须采用实际应力路径下强度参数。
  • It is agreed and understood that the insurers shall only indemnify the insured for loss , damage or liability directly or indirectly caused to construction plant , equipment and machinery by flood and inundation if after the execution of works or in case of any interruption , such construction plant , equipment and machinery are kept in an area not endangered by 20 - year floods
    兹经双方同意,只有在被保险人将施工结束后,或任何施工中断时的施工用机器放置在最近20年未遭受洪水或水灾侵害的地方的情况下,本公司对被保险人因洪水或水灾直接或间接造成施工用机器的损失及由此产生的责任负责赔偿。
  • Using the finite element method ( fem ) , the simulation and analysis on this construction process were carried on , and the different stress state of soil at different construction period was rendered . and the influence of different stress paths ( foundation excavation - unloading & excavation filling - reloading ) on the stress and the displacement was also reflected and researched . the law of non - linear constitutes of soil was presented in the simulation and analysis
    模拟分析再现了土体的非线性本构关系,得到了基坑开挖时土体变形和应力变化的一般规律;在基坑及上覆土体回填时,通过分层填筑的有限元模拟和地基、涵洞、土体三者相互作用的有限元分析,得到施工结束太原理工大学硕士学位论文时的位移场和应力场,同时求得涵洞的结构内力。
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