阻力值的英文

• resistance value r-value
• resistance value, r-value

• "阻力"英文翻译    obstruction; resistance
• "值"英文翻译    price; value
• "升力与阻力值" 英文翻译 :    lift and drag characteristics
• "弹力值" 英文翻译 :    federwert deformation value
• "法力值" 英文翻译 :    mana
• "活力值" 英文翻译 :    vitality
• "魔力值" 英文翻译 :    mana
• "耐力值" 英文翻译 :    stamina
• "能力值" 英文翻译 :    ability score; ability/trait parameter
• "切力值" 英文翻译 :    shear value
• "体力值" 英文翻译 :    stamina
• "推力值" 英文翻译 :    thrust magnitude
• "吸力值" 英文翻译 :    pf-value
• "应力值" 英文翻译 :    magnitude of stresses; stress value
• "重力值" 英文翻译 :    gravity value
• "阻力" 英文翻译 :    1.(阻碍事物发展的外力) obstruction; resistance 冲破阻力 break through obstruction2.[物理学] resistance; drag; drag force; nowel; resistance force; resistance pressure; resisting force; pullback 空气阻力 air resistance; 摩擦阻力 friction drag; 迎面阻力 frontal resistance
• "比推力值" 英文翻译 :    level of specific thrust
• "标准重力值" 英文翻译 :    gravity standard; standard gravity value
• "初始智力值" 英文翻译 :    base intelligence
• "度盘重力值" 英文翻译 :    dial gravity
• "供给压力值" 英文翻译 :    supply pressure level
• "固着力值" 英文翻译 :    pull-out value
• "进气吸力值" 英文翻译 :    value of air-entry suction
• "局部重力值" 英文翻译 :    local gravity
• "力值量测" 英文翻译 :    force measurement

• In addition , the value of side friction by test in - site is large than that by surveying or suggesting of codes . that is to say , these designs are conservative
  另外,由试验得出的该地区典型土层的极限侧阻力值较规范推荐值和地质报告值大出很多,说明设计较保守。
• Abstract : compared with soil destroyed pattern of vertical force and its controlled factor of bearing capacity , it is concluded that pile capacity and its tip resistence have some difference when soil with the same physical mecanic property is used as natural foundation and pile tip resistent layer . whereas the middle weathering rod stratum hasn ' t this property , that is to say it has the same bearing capacity and pile tip resistence
  文摘:通过竖向荷载下土(岩)体的破坏模式及其承载能力控制因素的比较，论述了物理力学性能相同的土层作为浅基础的天然地基与桩端持力层时，承载力值与桩端阻力值应存在一定的差异；而中(微)风化程度的同一岩层作为天然地基与桩端持力层时，不具有这方面的差异性，承载力值与桩端阻力值应该相等。
• In the paper , the principle and the schemes to be selected of ground treatment have been discussed firstly . especially when the self - settlement of soil layer has not been eliminated entirely through dynamic compaction in shallow soil layer , the friction force will appear around piles . the calculating method of negative force has been discussed , too
  首先，本文论述了地基处理的原则及地基处理方案的选取，特别是在采用浅层强夯未能完全消除土层自重湿陷性的情况下，桩基存在不可忽略的负摩阻力，那么，计算桩基负摩阻力时，不仅应计入湿陷性土层所产生的负摩阻力值，也应计入其上的非湿陷性土层因失去支托而产生的负摩阻力值。