地基基础设计规范的英文

• dbj08-11-89

• "地基"英文翻译    ground
• "基础"英文翻译    foundation; base; basis
• "设计规范"英文翻译    design specifications
• "建筑地基基础设计规范" 英文翻译 :    code for design of building
• "地基基础设计软件" 英文翻译 :    wtf
• "北京地区建筑地基基础勘察设计规范" 英文翻译 :    dbj-01-501-92
• "建筑地基基础勘察设计规范" 英文翻译 :    dbj13-07-91
• "动力机器基础设计规范" 英文翻译 :    code for design of dynamic machine foundation
• "劳动机器基础设计规范" 英文翻译 :    code for design of dynamic machine foundation
• "地基基础课程设计" 英文翻译 :    course design of groundsill basis
• "建筑地基基础工程施工质量验收规范" 英文翻译 :    acceptance specification of constructional quality of base foundation; code for acceptance of construction quality of building foundation
• "设计规范" 英文翻译 :    design code; design criterion; design ecificatio; design specifications; specification for design
• "基础设计" 英文翻译 :    foundation design
• "基础设计包" 英文翻译 :    bedbasic design engineering package
• "基础设计费" 英文翻译 :    basic engineering fee
• "设计规范；设计规限" 英文翻译 :    design parameter
• "地基基础抗震地震" 英文翻译 :    earthquake seism temblor; earthquake, seism, temblor
• "泵站设计规范" 英文翻译 :    code for design of pumping cstations
• "车辆设计规范" 英文翻译 :    specifications for design of cars
• "结构设计规范" 英文翻译 :    code for structural design
• "抗震设计规范" 英文翻译 :    earthquake resistant design code; earthquake-resistant design code
• "冷库设计规范" 英文翻译 :    code for design of cold-storages
• "设计规范属性" 英文翻译 :    attribute of design specification
• "系统设计规范" 英文翻译 :    systematic design discipline
• "烟囱设计规范" 英文翻译 :    code for design of chimneys

• Specifications for design of building foundations
  建筑地基基础设计规范
• Code for design of buiding foundation
  建筑地基基础设计规范
• Code for design of soil and foundation of buildings in frozen soil region
  冻土地区建筑地基基础设计规范
• Code for design of building
  建筑地基基础设计规范
• To conduct detailed geotechnical investigation in accordance with the current code for investigation of geotechnical engineering and code for design of building foundation
  按照国家及上海市现行的《岩土工程勘察规范》及《地基基础设计规范》的有关要求进行详勘。
• The design methods of foundation reinforced with geosynthetics mainly include the followings : 1 ) analysis of stresses in reinforcement and soil by boussinesq ' s solution ( binquet and lee , 1975 ) , 2 ) formula of improving terzaghi ultimate bearing capacity ( yamanouch and gotoh , 1979 ) . both of them for analysis of bearing capacity of strip foundation have some shortcomings . many assumptions have been used in these methods
  本文提出对上述问题的解决办法，推导出合理的计算公式，将设计公式和《建筑地基基础设计规范) ) ，以及《建筑地基处理技术规范) )结合使用，建立了加筋土地基较完善和简便的设计方法，包括地基的承载力大小、筋材的强度和布置要求等。
• In view of bearing capacity of the elastoplastic theory analysis , the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion , and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative . in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects , the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith , and gathered the parameter of dynamic analysis and testing . the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world , i . e . the confirmation of batholith bearing capacity of pile end , from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f . e . m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test
  然后，对岩土工程领域至今尚未解决，甚至不为人注意的考虑地基变形的地基承载力问题进行了实用化的探讨，提出了考虑地基变形的地基承载力上程计算方法；对基于弹塑性理论分析的地基承载力国内尚未见报道的空间问题得到了圆形基础(空间问题)的承载力界限荷载p _ ( 1 / 4 ) ，并与国内外土力学专著及地基基础设计规范中的条形基础(平面问题)的界限荷载p _ ( 1 / 4 ) ，进行了对比，从而定量上解释了目前设计规范引用土力学承载力公式值偏于保守的这一情况；根据本文作者多年从事现场地基工程振动试验及相关课题的研究工作，本文以截头锥模型模拟地基，对地基(岩基)承载力的动测法进行了研究，为各类地基(包括岩基) ，汇总了动力分析和检测川的参数：针对日前岩土工程界应用桩基设计规范中的难点? ?桩端岩基承载力的确定问题，从岩石室内单轴抗压强度确定、基于弹塑性模型的有限单元法计算、土力学计算及深斤载荷试验四方面进行了深入讨论；本文作者根据多年现场载荷试验的工程实践，对深井荷试验装置的核心部分? ?反力装置，设计了侧壁支撑反力加载系统，该加载系统具有实用、简便、稳定及安个等优点。
• Since the formation of soil mechanics , this problem has been studied widely both at home and abroad , and the relevant achievements are quoted or reflected in the design code for groundwork foundation engineering . however , some other problems involved in iheoretical analysis at deep level , new analysis methods , engineering practicality as well as spot experimentation are worth further research
  自土力学学科形成以来，国内外虽然对该问题作过广泛的研究，取得了系列成果，并在地基基础设计规范中得到了引用或反映，但仍有一些深层次的理论分析问题，新的分析方法，工程实用化及现场试验方面的问题仍值得进一步研究。
• This paper quantitatively analyzes how shear strength parameters influence bearing capacity of foundation according to fitting the bearing capacity factors of calculation formulas in the 《 code for design of building foundation 》 and illustrates the importance of the correct choice of test methods and test type in engineering practice with two examples
  摘要拟合了《建筑地基基础设计规范》中承载力系数的计算公式，据此定量分析了土的抗剪强度指标对地基承载力计算结果的影响程度，并以实例说明了工程实践中正确选用试验方法和试验类型的重要性。