土压力系数的英文

• coefficient of earth pressure
• coefficient of eauth pressure
• earth pressure coefficient

• "土"英文翻译    soil; earth
• "压力"英文翻译    pressure; tension
• "系数"英文翻译    coefficient; ratio; modulus; ...
• "土压力被动土压力系数" 英文翻译 :    coefficient of passive earth pressure
• "土压力静止土压力系数" 英文翻译 :    coefficient of earth pressur at rest
• "土压力主动土压力系数" 英文翻译 :    coefficient of active earth pressure
• "被动土压力系数" 英文翻译 :    coefficient of passive earth pressure
• "静止土压力系数" 英文翻译 :    coefficient of earth pressure at rest
• "竖向土压力系数" 英文翻译 :    coefficient of vertical earth pressure
• "主动土压力系数" 英文翻译 :    coefficient of active earth pressure, ka
• "侧压力系数" 英文翻译 :    coefficient of confinement pressure; lateral pressure coefficient; lateral-compression coefficient
• "常压力系数" 英文翻译 :    level pressure coefficient
• "级压力系数" 英文翻译 :    stage pressure coefficient
• "压力系数" 英文翻译 :    coefficient of pressure; pre ure coefficient; pressure coefficient; pressure factor
• "表面压力系数" 英文翻译 :    surface pressure coefficient
• "地面压力系数" 英文翻译 :    surface pressure coefficient
• "定值压力系数" 英文翻译 :    level-pressure coefficient
• "换算压力系数" 英文翻译 :    reduced pressure coefficient
• "机翼压力系数" 英文翻译 :    wing pressure coefficient
• "静水压力系数" 英文翻译 :    hydrostatic pressure ratio; hydrostatic-pressure ratio
• "孔隙压力系数" 英文翻译 :    coefficient of pore pressure; pore pressure coefficient; pore pressure parameter
• "临界压力系数" 英文翻译 :    critical pressure coefficient
• "膨胀压力系数" 英文翻译 :    expansion pressure coeficient
• "气体压力系数" 英文翻译 :    gas-pressure coefficient
• "水流压力系数" 英文翻译 :    coefficient of current pressure

• Coefficient of passive earth pressure
  被动土压力系数
• Coefficient of earth pressur at rest
  静止土压力系数
• Coefficient of active earth pressure
  主动土压力系数
• Expressions of coefficients of lateral earth pressure for unsaturated soils considering change of volume mass
  考虑体积质量变化时非饱和土的土压力系数
• Abstract : the paper makes cliscussion on the problem of how to select the following computing indices : modulus , static earthpressre coefficient , strength from the excavation unloading projects computations . also it gives a large amount of data , examples and proofs
  文摘:该文对开挖卸荷工程计算中所得到的模量、静止土压力系数、强度等计算指标的选取问题进行探讨，并给出了大量的数据例证。
• Abstract : on the basis of general principles of mechanics and critical state soil mechanics theory , a theoretical formula determining the coefficient of earth pressure at rest for cohesionless soil is derived by means of combining hypoplasticity with critical state soil mechanics . the formula has a simple form and is only related to the effective angle of internal friction of soil . there is a slight difference between the calculated value of the formula and that of other formulae . the further investigation of the formula shows that it can be used to determine the coefficient of earth pressure at rest of cohesionless soil
  文摘:在满足一般力学原理和临界状态土力学理论的基础上，本文将亚塑性理论与临界状态土力学相结合，推出了一个计算无粘性土静止土压力系数的理论公式.该公式形式简单，仅与土的有效内摩擦角有关，其计算结果与常见的多个经验公式的计算结果只有微小的差别.文中讨论结果表明，该公式可用于确定无粘性土的静止土压力系数
• The authors suggest : the internal force ' s value is rational if the coefficient of lateral resistant force is one - forth to one - sixth of tests value , or the coefficient of lateral soil pressure is bigger than the coefficient of earth pressure at rest , or the lateral resistant force is computed together with the lateral earth pressure
  提出如将抗力系数取?实验值1 / 4到1 / 6 ，或土压力系数稍高于静止土压力系数，将侧向抗力和侧向土压力综合?虑，内力计算结果将是合理的。
• The condition of water pressure acting on the both sides of cement - soil retaining wall is researched by computing the seepage field around the wall . it is illustrated that the coefficient of water pressure , which isn ' t constant along the height , is affected seriously by some factors , e . g . , the distribution and relative hydraulic permeability of the soil beside the wall , the hydraulic permeability of its foundation , and the buried depth of the impervious layer . as a whole , the lateral pressure acting on the wall based on seepage is always smaller than that without regard to seepage in the non - excavated zone . moreover , the pressure based on seepage is greater than that without regard to seepage in the excavated zone if the coefficient of passive pressure is smaller than 1 . 176 . this case is of great advantage to the stability of the wall
  通过计算水泥土挡土墙周围的渗流场，研究了墙侧水压力的变化规律.结果表明：水压力系数沿高程并非常数，且受到墙侧土层分布及其相对透水性、墙基土的透水性和下卧不透水层埋深等因素的严重影响.总体来说，考虑渗流时墙后的侧压力总小于不考虑渗流时的相应值，且当墙前的被动土压力系数较小时，考虑渗流时该侧的侧压力则大于不考虑渗流时的相应值，因此，这种情况有利于挡土墙的稳定