foundation bearing capacity中文是什么意思

• 工基承载力

• "foundation"中文翻译    n. 1.建设，创设，创立。 2.基础，根本；根据；地基 ...
• "bearing"中文翻译    n. 1.忍耐，忍受。 2.态度，举止，风采，姿态。 3 ...
• "capacity"中文翻译    n. 1.包容力，吸收力，收容力。 2.容积，容量；【电 ...
• "bearing capacity of foundation soil" 中文翻译 :    地基承载力地基承载力
• "factor of foundation bearing capacity" 中文翻译 :    地基承载系数
• "bearing capacity" 中文翻译 :    产仔能力; 承受力 支持力; 承受能力; 承载力; 承载量; 承载能力; 承重能力; 发酵能力; 支承力; 轴承允许负荷; 轴承允许载荷
• "bearing capacity, carrying capacity" 中文翻译 :    承载量
• "african capacity-building foundation" 中文翻译 :    非洲能力建设基金会
• "bearing pressure of foundation" 中文翻译 :    地基承压力
• "bearing pressure on foundation" 中文翻译 :    地基承载力
• "bearing surface of foundation" 中文翻译 :    地基支承面
• "thrust bearing foundation" 中文翻译 :    推力轴承底座
• "bearing value (see bearing capacity)" 中文翻译 :    支承力
• "alloable bearing capacity" 中文翻译 :    容许承载力
• "allowable bearing capacity" 中文翻译 :    容许承载力; 容许承载量; 许可负载量; 许用承载
• "axial bearing capacity" 中文翻译 :    轴向承压力; 轴向承载
• "bearing capacity factor" 中文翻译 :    承受力系数 支持力系数; 承载力系数; 承载量系数; 承载量因子; 承载能力系数; 承载系数; 支承力因素
• "bearing capacity of a pile" 中文翻译 :    桩承载力
• "bearing capacity of single pile" 中文翻译 :    深基础单桩承载力
• "bearing capacity of soil" 中文翻译 :    土壤承载力
• "bearing capacity of the ground" 中文翻译 :    土地承载力
• "bearing capacity on soil" 中文翻译 :    承压破坏；承力破壤
• "bearing load carrying capacity" 中文翻译 :    轴承承载能力
• "capacity of bearing legal responsibility" 中文翻译 :    法律责任能力
• "coefficient of bearing capacity" 中文翻译 :    承载力系数

• Fuzzy evaluation of loess foundation bearing capacity
  黄土地基承载力的模糊评判方法
• Microstructure characteristics and foundation bearing capacity of loess
  黄土的组分及微观结构特征与地基承载力
• Research on calculation of relibility analysis for pile foundation bearing capacity
  桩基承载能力的可靠性分析计算研究
• Calculation method of foundation bearing capacity based on division in loess area for highway engineering
  黄土地区公路工程地基承载力分区计算方法
• ( 5 ) the governing object function and two boundary condition : settlement and foundation bearing capacity are developed in the optimization design of the pcc pile composite foundation
  ( 5 )建立了pcc桩复合地基优化设计的目标控制函数和两个约束条件：沉降控制条件和承载力校核条件。
• 2 . the design of cement power - sprayed is introduced in the thesis including composite foundation bearing capacity design , the checking computations of underlayer strength and composite foundation deformation
  介绍了粉喷桩设计，即粉喷桩复合地基的承载力的设计计算，下卧层强度和复合地基变形验算，并对粉喷桩的设计思路作了归纳。
• As an important way of foundation treatment , grouting is one of the key technical measures to increase foundation bearing capacity and integrity , thus to enhance impermeability in the construction of hydroelectric projects . and the traditional grouting methods and techniques have many shortcomings
  在水利水电工程建设中，灌浆作为基础处理的重要方法，是提高地基的承载力和整体性，增加抗渗能力的关键技术措施之一，而常规灌浆方法和工艺存在较多的缺点。
• Based on the result of the comparision static penetrat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section , and based on four static loading tests for two single piles and two composite foundation , behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio between piles and soil are studied , a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed , and the formula for calculation of composite foundation bearing capacity are revised
  基于某试验路段软基处理前后静力触探、十字板试验的对比测试和对两根单桩、两处单桩复合地基进行的4次静载试验，研究了桩间土性状在施工水泥粉喷桩前后的变化和桩土应力比的变化规律，提出了根据静载试验确定粉喷桩及其复合地基承载力新的取值方法，并修正了复合地基承载力的计算公式。
• It can be said that the solution to the space problem of limit load and the calculation of foundation bearing capacity for deformed groundwork have some academic and scientific value . the dynamic pile testing of foundation and batholith as well as deep well load testing system has been put into use in real work environment and gained some social and economic benefit
  本文关于界限荷载的空间问题解答，考虑地基变形的地基承载力工程算法具有一定的学术价值；本文中的地基(及岩基)承载力动测法及深井载荷试验系统已在工程实践中应用，并取得了较好的社会和经济效益，具有一定的工程实用意义。
• Based on the field test , the formula for calculation of composite foundation bearing capacity in the criterion are revised , and the reasonable method to detertemine the correction coefficient is also discussed . the visual vb program is work out to analyze the stress ratio , and the p - n curve method to determine rushed stone pile composite foundation is proposed
  此外通过对实测数据的综合观察分析，修正了现行规范中的复合地基承载力计算方法，对修正系数的合理确定进行了讨论；编制了可视化vb程序；对复合地基承载过程中应力比随荷载的变化规律进行探讨；并依据临长高速公路试验研究结果，导得了确定碎石桩复合地基承载力的p - n曲线法。