极限平衡状态的英文

• state of limit equilibrium

• "极限"英文翻译    the limit; the maximum; the ...
• "平衡"英文翻译    balance; equilibrium
• "状态"英文翻译    status; state; condition; st ...
• "地基承载力极限平衡状态" 英文翻译 :    state of limit equilibrium
• "土压力极限平衡状态" 英文翻译 :    state of limit equilibrium
• "极限平衡" 英文翻译 :    ultimate equilibrium
• "极限平衡法" 英文翻译 :    limit equilibrium method; method of limit equilibrium
• "平衡，平衡状态" 英文翻译 :    balance
• "不平衡状态" 英文翻译 :    non equilibrium state; unbalanced conditions; unbalanced state
• "非平衡状态" 英文翻译 :    nonequilibrium condition; nonequilibrium state; nonequilibriumstate
• "复平衡状态" 英文翻译 :    double equilibrium state
• "近平衡状态" 英文翻译 :    near-equilibrium state
• "平衡状态" 英文翻译 :    balanced condition; balanced state; equilibrium condition; equilibrium state; equilibriumstate; level-peg; poised state; state of equalization; state of equilibrium; stateofequilibrium
• "平衡状态图" 英文翻译 :    diagram of equilibrium; equilibrium diagram
• "准平衡状态" 英文翻译 :    quasi equilibrium condition; quasi-equilibrium state
• "极限平衡理论" 英文翻译 :    theory of ultimate equilibrium
• "保持平衡状态" 英文翻译 :    be in equilibrium
• "玻璃平衡状态" 英文翻译 :    strutural equilibrium state of glass
• "弹性平衡状态" 英文翻译 :    elastic state of equilibrium
• "定态平衡状态" 英文翻译 :    stationary state; stationarystate
• "复平衡状态图" 英文翻译 :    double equilibrium diagram
• "合金平衡状态" 英文翻译 :    thermal equilibrium
• "宏观平衡状态" 英文翻译 :    macroscopic equilibrium state
• "静态平衡状态" 英文翻译 :    equipoise
• "平衡状态飞行" 英文翻译 :    balanced flight; trimmed flight

• State of limit equilibrium
  极限平衡状态
• The results reveal that calculation errors can be reduced with the linear expending nodes , which can be found out by anti - inference method , decided on the limiting equilibration surface based on the advance losm method
  结果显示，用改进一次二阶矩法将线性展开点（可用反算法求得）选在极限平衡状态面上，可减小计算误差。
• ( 4 ) by maximum equilibrium analysis , f1 , f35 , f3 fault crush in the man ? ade slope is in maximum equilibrium condition under natural load case , under rain or earthquake load case , it will be destroyed
  泄槽段边坡在f35 、 f1 、 f3断层出露部位天然条件下处于极限平衡状态，在地震动荷载或暴雨作用下工程边坡将失稳破坏。
• According to the coulomb ' s earth pressure theory , from the condition of the static equilibrium of the force when the slide wedge was in limit equilibrium , a formula was derivated for the calculation of active earth pressure of cohesive or non - cohesive backfill soils
  摘要根据库伦土压力的计算原理，从滑动楔体处于极限平衡状态时力的静力平衡条件出发，推导出了计算粘性土或无粘性土主动土压力的公式。
• Based on the hypothesis that the rear side of retaining wall is pitching and coarse , and the filling surface is gradient , taking viscous filling as the object of study and using the static balance method , a study has been conducted on the earth pressure on the rear side of retaining wall under the sliding wedge ' s limiting equilibrium condition , and generated a general form for active earth pressure and passive earth pressure
  摘要基于挡土墙墙背俯斜、粗糙且填土表面倾斜的情况，以粘性填土为研究对象，用静力平衡方法研究了挡土墙后滑动土楔体达到极限平衡状态时作用于墙背的土压力，提出了主动土压力和被动土压力的一般形式。
• Accordring to basic concept and assumes essentially on the basic of sweden method of slices , be living below the maximum equilibrium state , the function expression about stability safety homogeneous slop is deduced , and the slope surface is consist of two lines and an arc , afterwards according to analysis theory of minimal value ruling on the basic of the maximum , genetic algorithm is applied to slove the dangerousest slide situation and radius and corresponding safely factor
  根据瑞典圆弧法的基本概念和基本假定，在极限平衡状态下，推导了两直线段均质斜坡稳定性安全系数函数表达式，然后根据极限分析理论的极小值原理，利用遗传算法，求出了边坡稳定性安全系数极小值，并得到最危险滑动面的滑弧半径和滑弧中心坐标。
• The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement . according to the above theories , code gbj7 - 89 gives the correlative terms . but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist
  我国现行规范gbj7 - 89将这两者分开考虑，其计算地基承载力设计值的公式是根据弹性地基中应力分布及土的极限平衡状态理论为依据而得出的，求地基的沉降变形时则视土体为弹性，这些理论对地基及土的假设与浅基础地基的实际工作状态及天然土体的非线性、弹塑性存在一定的偏差。