砌厚度的英文

• thickness of lining

• "砌"英文翻译    opera
• "厚度"英文翻译    thickness; land
• "厚度" 英文翻译 :    thickness; land (刀刃的)
• "总厚度，全厚度" 英文翻译 :    full thickness
• "板厚度" 英文翻译 :    plate thickness
• "半厚度" 英文翻译 :    half thickness; half-thickness
• "壁厚度" 英文翻译 :    lvwt; rwt; wall thickness
• "冰厚度" 英文翻译 :    ice thickness
• "层厚度" 英文翻译 :    frozen layer fraction; layer thickness; layer thinner
• "稠厚度" 英文翻译 :    consistency
• "大厚度" 英文翻译 :    heavy section
• "带厚度" 英文翻译 :    tape thickness
• "等厚度" 英文翻译 :    uniform thickness
• "厚度比" 英文翻译 :    thickness ratio
• "厚度表" 英文翻译 :    thickness apparatus
• "厚度病" 英文翻译 :    pachydermia
• "厚度规" 英文翻译 :    feeler gauge; finger gage; thick gauge; thickness gage; thickness gauge; thickness meter; thickness piece
• "厚度计" 英文翻译 :    idometer; micrometer; pachymeter; thickne gauge; thickness gage; thickness gauges; thickness meter; thickness scale; thickness tester
• "厚度图" 英文翻译 :    thickness chart
• "厚度线" 英文翻译 :    thickness line
• "厚度型" 英文翻译 :    thickness pattern
• "壳厚度" 英文翻译 :    thickne of the shell; thickness of the shell
• "宽厚度" 英文翻译 :    width-thickness ratio
• "零厚度" 英文翻译 :    zero thickness
• "膜厚度" 英文翻译 :    film thickness; film thinness

• After pass through analyze a lot of fact checking data , tunnel lining concrete thickness require could express by probability statistic
  在经过对大量的检测数据的分析后，隧道二次衬砌厚度的检测要求可采用数理统计方法表达。
• Bases research of by bore - exploding way built tunnel , discover the tunnel lining thickness and tunnel lining inner figure accord with normal school
  根据研究发现在钻爆法修筑的隧道中，隧道二次衬砌混凝土结构的衬砌厚度和内轮廓的统计规律符合正态分布。
• At the part vault and arch foot in the tunnel secondary lining thickness , the standard difference and variance parameter is large than others , so insure the part thickness achieve design require by adjust construction craftwork
  隧道二次衬砌厚度在拱顶和拱脚的部位的标准差和变异系数较大，在施工中应该考虑调整施工工艺，确保这两个部位的厚度。
• The results showed that the influences of concrete strength on the soil and lining were not great , there was rational and economical thickness of the lining , and the age of concrete had large effect on axial force of lining
  研究表明：混凝土强度提高对围岩和衬砌结构影响不大；存在一个“合理经济”的衬砌厚度；仿真计算中是否考虑混凝土龄期对衬砌轴力影响较大。
• The factors that probably leads to cracks are put forward based on the analysis , which in turn are : the deformation of surrounding rock and the deformation of concrete volume and the pelter of air temperature and thermal insulation temperature rise and the thickness of liner and cooling pipe
  通过分析得出了导致裂缝的几种可能原因依次为：混凝土的围岩变形、自生体积变形、气温骤降、绝热温升、衬砌厚度和冷却水管等，为今后类似工程提供理论依据。
• It demonstrates the knowledge and application of geo - detective radar , as well as mainly elaborates on the principles of inspection of tunnel lining depth ( including depth of concrete as lining ; internal defects and the degree of compaction lining backward etc . ) ; combining the case practice in the inspection of depth and defects of many tunnels , it demonstrates the outstanding effect of geo - detective radar when it is applied to the inspection of tunnel lining depth
  本文通过对探地雷达的认识和应用，重点论述了铁路隧道衬砌厚度的检测(包括衬砌混凝土的厚度、内部缺陷等等)的原理，通过对多座隧道衬砌厚度及缺陷的实际检测，论证了探地雷达在铁路隧道施工质量检测方面的应用是可行的和有效的，其作用是显著的。
• This thesis pass through the laser delimitation instrument and the geological radar instrument means , to tunnel initial stages support and secondary structure . at past the research of tunnel lining thickness depend on opening dig figure , don " t consider the effect of tunnel lining inner figure . adopting the integrate method of the laser delimitation instrument and the geological radar could most exact reflect the change rule of tunnel lining thickness , but also could do lots unbroken examination , have very important for summing - up the rule of tunnel lining thickness change , and have very amplitude extend value
  本文通过激光限界仪和地质雷达综合方法，对新建高速公路隧道初期支护和二次衬砌混凝土内轮廓和厚度进行了检测，对衬砌厚度的分布规律以往的研究中，多以开挖和衬砌的轮廓变化为依据，并未考虑衬砌内轮廓的影响，而采用激光断面轮廓限界仪和地质雷达综合方法能较为准确的反应衬砌厚度的变化规律，并且能够无破损的做大量的检测工作，为总结混凝土厚度的规律有很大作用，并有极大的推广价值。
• The change of energy in wall rock is tracked in the whole process and the amount of energy transferred to linings is also evaluated . 5 ) based on the principal of energy invariance and the energy properties of sfrc , a practical design equation that related the thickness of projecting sfrc to the energy related properties of tunnel is given in the end . this equation is then used to design a single - track railway tunnel in iii grade rock condition
  并进一步推导了不同形式的构件间的能量耗散关系，为将标准试验的能量统计结果运用于实际结构中打下了基础； 4 )利用有限元软件对隧道开挖过程进行了三维模拟，得到了隧道围岩在开挖掘进过程中的能量转化趋势和规律，得到了钢纤维喷射混凝土衬砌在支护过程中的能量变化； 5 )利用能量守恒原理和已经推导出的构件能量耗散关系，建立了钢纤维喷射混凝土衬砌厚度与围岩开挖能量变化间的关系，并运用此方法对级围岩条件中的铁路单线隧道的钢纤维喷射混凝土衬砌进行了设计计算；