填筑的的英文

• fill-up

• "的"英文翻译    4次方是 The fourth power of 2 i ...
• "水力填筑的" 英文翻译 :    hydraulically filled
• "填筑" 英文翻译 :    inning; land accretion; land reclamation; landfill; placement; reciver; reclaim; reclamation
• "填筑耙" 英文翻译 :    reclaiming barrow
• "填筑坝" 英文翻译 :    embankment dam; reclamation dam
• "填筑地" 英文翻译 :    fill-up ground; innings; made ground; made land; make-up ground
• "填筑面" 英文翻译 :    esplanade; surface of filling
• "填筑区" 英文翻译 :    areas under reclamation; built-up land; reclamation district; reclamation site
• "海筑的" 英文翻译 :    marine built
• "建筑的" 英文翻译 :    archecentric; architectural; built; constructional; structural; tectonic
• "抛筑的" 英文翻译 :    random placed
• "丁坝填筑" 英文翻译 :    filling for groin; filling for groyne
• "分层填筑" 英文翻译 :    placement in layers; slow banking
• "分层填筑法" 英文翻译 :    slow banking method
• "分区填筑" 英文翻译 :    block placement; zonal embankment
• "就地填筑砖" 英文翻译 :    built-in place pile
• "垃圾填筑地" 英文翻译 :    landfill waste site
• "人工填筑" 英文翻译 :    manual placement
• "水力填筑" 英文翻译 :    hydraulic fill
• "水力填筑坝" 英文翻译 :    hydraulic fill dam
• "水力填筑法" 英文翻译 :    hydraulic fill process
• "水下填筑" 英文翻译 :    underwater fill
• "填筑材料" 英文翻译 :    embankment material
• "填筑高程" 英文翻译 :    reclamation level
• "填筑工程" 英文翻译 :    reclamation work

• Treatment measures for ford earth work of liupan mountain
  六盘山过湿土填筑的处置措施
• An example of coal gangue roadbed construction
  煤矸石用于路基填筑的探讨
• Maritime structures - code of practice for dredging and land reclamation
  海工建筑物.疏浚和土地填筑的实施规程
• Compaction degree is the key index to control construction of embankment
  摘要压实系数是控制路堤填筑的关键性指标。
• Based on the feature of subgrade construction and with the analysis of the observed settlement data , a series of stress - strain isochrones are arranged in this paper
  本文基于高速公路路基填筑的特点，通过实测沉降资料的分析，整理出一系列应力应变等时曲线。
• Simultaneously , the quality control method for the compaction , the construction technologies and measures and the roller - compacted parameters are studied and optimized , in this way the investment is saved at last
  同时，制订了压实质量控制方法，研究和改进了填筑的施工工艺和措施，优化了大坝体型及施工碾压参数，节约了投资。
• So far as the mixing material for building the earth - rock fill dam with clay core for shiquanhe hydropower station is concerned , the effect from the variation of the sand content for the filter material on the maximum dry density and the relevant parameters are to be determined within the variation area of the mixing mass ratio of ( 46 ~ 54 ) : ( 54 ~ 46 ) through this experiment , due to the max , dry density is largely influenced by the mixing ratio of both the lifter material and the clay and the sand content of the filter material , so as to determine the actual filling compactness of the mixing material of the core
  摘要由于狮泉河水电站粘土心墙土石坝掺合料的最大干密度受反滤料与粘土料的掺合比例、反滤料含砂率的影响较大，因此拟通过本试验确定掺合质量比在( 46 ~ 54 ) : ( 54 ~ 46 )范围变化时，反滤料含砂量变化对最大干密度的影响程度及相关参数，从而确定心墙掺合料填筑的实际压实度。
• Abstract : in the filling construction of lianhua concrete face rockfill dam , we have paid attention to plan the material sources according to the actual conditions , such as , using the excavated materials in other structures in order to reduce the cost , adopting the measures of filling by zones to quicken the construction progress and solve the construction problems during the cold seasons , using the convenient transportation roads to the dam and good road surface quality to ensure the high intensity filling , and selecting the rational construction equipment to make full use of the all equipment
  文摘:莲花面板堆石坝填筑施工中，注意对筑坝料源做出符合工程实际情况的规划：利用其他建筑物的开挖料降低造价；采用分区填筑的措施，加快施工进度和解决寒冷季节施工问题；方便的上坝交通道路网和良好的路面，为高强度填筑提供有力保证；选择合理配套的施工设备使设备得到优化利用。
• 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。
• 1 . on the bases of some basic suppositions , terzaghi ' s one dimensional consolidation and principles of layered summation method , the paper draw the formula which can calculate the embankment of layered filling and take the formula into programme ; 2 . building the finite difference model of layered high - stack soil , carrying out numerical simulation of construction sequence , construction velocity , interface element of layer - stacked , the author get the numerical solution
  1利用一些基本假定，根据太沙基一维固结理论和分层总和法的基本原理，推导出来计算分层填筑体自身沉降的公式，并编制了程序； 2建立了分层填筑高填方路堤问题的有限差分模型，并对分层填筑的施工顺序、施工速度，界面单元进行了数值模拟，获得了位移场和应力场的数值解。