地基荷载的英文

• foundation load

• "地基"英文翻译    ground
• "荷载"英文翻译    load
• "基础荷载；地基荷载" 英文翻译 :    foundation load
• "基荷" 英文翻译 :    base load
• "天然地基允许荷载" 英文翻译 :    subsoil permissible load
• "地基承载力临塑荷载" 英文翻译 :    critical edge pressure
• "地基" 英文翻译 :    1.(土层) ground 这房子地基牢固。 this house stands on firm ground.2.[建筑] (基础) foundation; base 建造房屋地基 build the foundation of a house; 打地基 lay the foundation; 建筑工人浇注了坚实的水泥地基。 the builders poured a solid foundation of cement.3.(路基) subgrade
• "荷载" 英文翻译 :    load◇荷载电抗 load reactance; 荷载率 load rate; 荷载曲线 load curve; 荷载图 load diagram; 荷载系数 load factor
• "半基荷电站" 英文翻译 :    semi-base load power station
• "华斯基荷" 英文翻译 :    wasquehal
• "基荷电站" 英文翻译 :    base load power plant; base load station; base-load electric station
• "基荷发电机" 英文翻译 :    base-load generator
• "基荷机组" 英文翻译 :    base load unit; base-load unit
• "基荷技术" 英文翻译 :    base load technology
• "基荷水电站" 英文翻译 :    base load hydroplant; base-load hydro-plant
• "基荷运行" 英文翻译 :    base load operation; base-load operation
• "打地基" 英文翻译 :    to lay the foundations
• "地基层" 英文翻译 :    foundation strata
• "地基梁" 英文翻译 :    footing beam; foundation beam
• "地基图" 英文翻译 :    foundation drawing
• "地基土" 英文翻译 :    foundation soil; subsoil
• "亚地基" 英文翻译 :    attiki
• "路基；地基；修筑地基" 英文翻译 :    subgrade
• "半荷载" 英文翻译 :    half load; half-load
• "边荷载" 英文翻译 :    side load

• Meanwhile the load transfer laws and the deforming characteristics of single pile composite foundation and group piles composite foundation are researched . additionally , the deference between the load transfer laws of the inside piles and the side piles and the effect of group piles are analyzed
  同时，分析单桩复合地基、群桩复合地基荷载传递规律及变形特性的差异，群桩复合地基中内桩、边桩荷载传递规律的差异问题。
• Starting from the effect of group piles in the composite foundation , the size effect in the load test of large area composite foundation , composite foundation of single row piles and composite foundation of double rows piles are researched through fem analysis
  本文从复合地基具有群桩效应现象入手，利用有限元来研究大面积复合地基、单排群桩复合地基、双排群桩复合地基荷载试验的尺寸效应问题，并用现场荷载试验实例来验证本文分析方法的可行性。
• Meanwhile , how the soft interlayer of different place or different thickness affects the load transfer laws and the deforming characteristics of composite foundation are studied , to get the academic basis of the opinion that the hard surface layer should be protect to be utilized and the bearing layer should be good soil
  同时，分析软弱夹层在不同位置以及不同厚度对复合地基荷载传递规律和变形特性的影响，得出保护硬壳层和桩端选择较好持力层的理论依据。
• And these are verified by load test in site to validate the conclusion that the testing result on four piles area is closed to the result with the group piles effect in large area composite foundation and to determine the bearing capacity of composite foundation of single row piles and double rows piles , the result from single pile composite foundation is acceptable
  得到确定大面积复合地基承载力的荷载试验中，一般测试4根桩所处理的面积，测得的承载力就能较好地接近在群桩效应下的结果，而确定单排或双排群桩复合地基的承载力，单桩或双桩复合地基荷载试验的结果便行。
• At first , based on the results of in - situ load tests , the load - settle curves are acquired , and the effects of different reinforcement parameters are presented . these parameters include the linear density ratio ( ldr ) ; the location of the top layer of the geobelt measured from the bottom of the load plate ( u ) ; the different materials of geobelt ; the number of reinforcement layers ( n ) and the distance between the two layers of geobelt ( a h ) . these results show that the bearing capacities of the reinforced composite foundation can be improved and the settlement can be reduced
  首先，通过现场载荷试验，获取了加筋垫层复合地基荷载-沉降曲线，从筋带铺设的密度、筋带的首层间距、不同筋带材料、加筋层数以及双层筋带的层间距等几个方面分析了以上加筋参数对加筋复合地基承载力的影响，指出筋带的存在提高了加筋复合地基的承载力，减小了沉降。