库仑主动土压力理论的英文

• coulombs theory of active earth pressure

• "库仑"英文翻译    Coulomb coulomb
• "主动"英文翻译    initiative
• "土"英文翻译    soil; earth
• "压力"英文翻译    pressure; tension
• "理论"英文翻译    theory
• "库仑被动土压力理论" 英文翻译 :    coulombs theory of passive earth pressure
• "库仑土压力理论" 英文翻译 :    coulomb s earth pressure theory
• "土压力库仑土压力理论" 英文翻译 :    coulomb s earth pressure theory
• "主动土压力" 英文翻译 :    active earth pre ure; active earth pressure, pa; active thrust of earth
• "土压力理论" 英文翻译 :    earth-pressure theory
• "土压力主动土压力" 英文翻译 :    active earth pressure
• "主动土压力系数" 英文翻译 :    coefficient of active earth pressure, ka
• "土压力主动土压力系数" 英文翻译 :    coefficient of active earth pressure
• "经典土压力理论" 英文翻译 :    classical earth pressure theory
• "兰金土压力理论" 英文翻译 :    rankine's earth pressure theory
• "朗金土压力理论" 英文翻译 :    rankine’s earth pressure theory
• "朗肯土压力理论" 英文翻译 :    rankine s earth pressure theory
• "土压力朗肯土压力理论" 英文翻译 :    rankine s earth pressure theory
• "被动土压力" 英文翻译 :    counterthrust of soil; pa ive earth pre ure; passive earth pressure; passive soil pressure; reaction earth pressure
• "主动土压系数" 英文翻译 :    coefficient of active earth pressure
• "土压力被动土压力" 英文翻译 :    passive earth pressure
• "地震动土压力" 英文翻译 :    earthquake dynamic earth pressure
• "土压力被动土压力系数" 英文翻译 :    coefficient of passive earth pressure
• "被动土压力系数" 英文翻译 :    coefficient of passive earth pressure
• "单位被动土压力" 英文翻译 :    passive unit pressure

• The distance from figure center of the parabola to the potential slide surface is less than half of the section length . mechanical conditions of this method include not only force equilibrium but also moment equilibrium . as for the beam - on - foundation , its pressure can be calculated by homogeneous hypothesis or winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximatively on the long term working step
  对于桩在滑面以上段所受的坡体荷载，提出可按形心偏下的抛物线型分布模式计算，并在满足力的平衡条件的同时还满足力矩平衡条件；对于地梁上作用的坡体荷载，提出在锚索张拉阶段可按均布或温克尔( winkler )地基假定或弹性半无限体地基假定来计算，在工作阶段则一般可以近似按库仑主动土压力理论计算。
• Slope pressure on the beam - on - foundation can be calculated by winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximately on the long term working step . in addition , calculation methods of internal force of prestressed anchor - cable beam - on - foundation are provided
  对于作用于地梁上的坡体荷载，提出在锚索张拉阶段可按winkler地基假定或弹性半无限体地基假定来计算，在工作阶段则一般可以近似按库仑主动土压力理论计算。