工程分类的英文

• engineering classification

• "工程"英文翻译    engineering; project; progra ...
• "分类"英文翻译    classify
• "土的工程分类" 英文翻译 :    engineering classification of soil
• "工程分包" 英文翻译 :    67．subcontracting some works; engineering subcontract; subcontracting some works
• "工程分析" 英文翻译 :    ansys designspace; engineering analysis; project analysis
• "工程分析法" 英文翻译 :    engineering analysis
• "工程分析计" 英文翻译 :    process analyzer
• "保养工程分析" 英文翻译 :    mea
• "表面工程分室" 英文翻译 :    surface engineering lab
• "反应工程分析" 英文翻译 :    reaction engineering analysis
• "辅助工程分析" 英文翻译 :    computer aided engineering
• "工程分析报告" 英文翻译 :    engineering analysis report
• "工程分析活动" 英文翻译 :    engineering analysis activity
• "工程分析审查" 英文翻译 :    anr dmu engineering analysis review
• "环境工程分析" 英文翻译 :    environmental engineering analysis
• "岩土工程分级" 英文翻译 :    categorization of geotechnical projects
• "智能工程分室" 英文翻译 :    intelligent engineering lab
• "电脑辅助工程分析" 英文翻译 :    cae computer aided engineering
• "工程分项价值表" 英文翻译 :    schedule of values
• "普通工程分析模型" 英文翻译 :    geam generic engineering analysis model
• "岩土工程分析评价" 英文翻译 :    geotechnical analysis and evaluation
• "专门工程分包合约" 英文翻译 :    subcontract for specialist works
• "专门工程分包商" 英文翻译 :    specialist subcontractor
• "大气污染控制工程分室" 英文翻译 :    air pollution control lab
• "固体废物处理工程分室" 英文翻译 :    solid waste treatment lab

• Check out grady booch s blog on software architecture and engineering
  并查看grady booch的关于软件体系结构和工程分类方面的blog 。
• Firstly the paper introduces and generalizes the distribution , engineering classification and engineering properties of the tertiary mudstone in guangxi . then the paper analyzes the pile - tip bearing behaviour of the tertiary mudstone in guangxi . last aiming at the tertiary mudstone in nanning basin , the paper studies on its bearing capacity of pile tip by methods of in situ plate loading test , rigid - plastic body theory and elasto - plasticity theory
  本文首先归纳介绍了广西第三系泥岩的分布、工程分类与物理力学特性，分析了广西第三系泥岩的桩端承载性状，然后以南宁盆地第三系泥岩为代表，采用原位载荷板试验、刚塑体理论及弹塑性理论三种方法研究其桩端承载力。
• This article mainly emphasize on the classification of coarse grained soil from the viewpoint of engineering application ( content of coarse grains ) , vibrating method is introduced in the shaping . meanwhile , research is made to the water stability and shear strength . through research , following conclusions are obtained : coarse grained gradation is the main factors to determine its shear strength , when the coarse grains content is over 70 % or around , the maximum shear strength appears : the grains itself have a bigger effect on the shear strength
  以往对粗粒土的研究方法多采用击实法，很少有人研究其抗剪强度特性，本文主要从工程应用的角度(粗粒含量)对粗粒土进行工程分类，成型方法采用振动法，同时对水稳定性、抗剪强度特性进行研究，通过研究得出以下结论：颗粒组成级配特性是决定其抗剪强度的主要因素，当粗粒含量在70左右时，抗剪强度最大；颗粒本身的特性对抗剪强度影响较大，颗粒越坚硬、大小颗粒相差越大、越不均匀、颗粒形状越呈棱角状、填筑密度越大，抗剪强度就越高；含水量对抗剪强度的影响很小，可以忽略不计。
• According to the research results of rock qulity calculation , rock mass structure combination , and others , the authors use “ limited engineering parameters , basic structure of rockmass , evolved structure of rockmass ” as the first - order index , propose a technique of dynamic and engineering classification of mine road surrounding rockmass ( dec ) , and suggest a method to use the dec
  基于围岩质量计算、柱状图数字化和重组、结构面诊断、围岩结构装配、采动应力作用后围岩结构演化等研究成果，采用“工程要求、基本结构、演化结构”为一级指标，提出了围岩的动态工程分类技术、分类结果的表式表达技术，并指出了分类结果的应用方法。
• According to the research results of the rock quality calculation , the columnar section digitlizing , the rock mass structure diagnosis and other methods this paper used engineering limited parameters , basic structure and evolutionary structure of rock mass as the first grade indexes , proposed the technique of dynamic engineering classification of stability of mine road surrounding rock mass ? dec ? , pointed out the method of using dec results
  基于围岩质量计算、柱状图数字化与重组、围岩结构诊断、采动应力作用后围岩结构演化等研究成果,采用工程要求、基本结构、演化结构”为一级指标,提出了巷道围岩稳定性动态工程分类技术、分类结构的表达技术及分类结果的应用方法
• Secondly , this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example , this paper carried out scheme design for this technology , and compared some different kinds of underpinning scheme and node and structure design , and put forward the method of " reinforcce steel bar through column " to build pile cap beam , " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect , and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam , etc . in the process of the consturction scheme research and implement , this paper synthetically elaborated the organizaton for project construction , put forward the construction technical measure of specific aim on the artificial pile , and pile cap beam , and underground adding layer and structure stabilization , and overall structure stabilization and so on . for this project , adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction , use flexible connection catch to make the cage hoisting easier to simplify the construction process , use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation
  本文首先对于基础托换与结构加固技术的目的和意义、国内外发展状况进行了综合阐述；其次对该项技术工程分类及适应范围进行了理论上的分析研究；然后结合工程实例对该项技术进行了方案设计，对比几种不同的托换方案和节点及构造设计，提出了“通筋穿柱法”做承台梁， “抗弯抗剪锚筋法”强化柱加固效果， “钢板箍法”做地基梁钢筋连接点等多项技术；在施工方案的研究和实施过程中，对于工程施工组织进行综合阐述，并就人工挖孔桩、承台梁、地下加层及结构加固、整体结构稳定等专项施工方案提出有针对性的施工技术措施，人工挖孔桩施工采用钢筋砼护壁确保挖孔桩的安全成型，使用柔性连接钩进行钢筋笼吊装简化施工工序；承台梁施工采用梁主筋横穿柱身化学胶锚固等；地下加层综合施工技术采用土方分层对称平衡开挖，分段挖土做筏基结构自稳等；最后对于该工程实施后的效果分析，说明该项综合施工技术的可行性。