承载力系数 meaning in Chinese
bearing capacity factor
coefficient of bearing caoacity
coefficient of bearing capacity
Examples
- The comparison of results with existing solutions to minimize the influential factors of bearing capacity as well as the reduction factors of the bearing capacity of rectangular footings near excavations were given finally
最后将计算结果与已有文献资料进行了分析比较，并以地面水平时矩形基础地基承载力系数为基准，得到临近基坑矩形浅基础地基承载力减损因数上界估算值。 - To estimate of ultimate bearing capacity from the cohesion and unit weight of soil and embedded depth ( overburden ) , the kinematical approach of limit analysis based on the three - dimensional mechanism was used
文中利用极限分析中的机动法，构建了一个临近基坑矩形浅基础的三维机动许可破坏模式，按照地基承载力的传统表达方式，分别给出了单独考虑土的粘聚力、基础埋深（超载）和土的自重影响的承载力系数。 - The number of modes should be selected according to the participant coefficient of mode when calculating the internal force by the response spectrum method ; ( 4 ) the roof plate of large base which connect the towers together should be thick enough but not exceeding the proper scope that the towers and the large base can vibrate together , ( 5 ) in structures with large base and muti - towers , with increasing of the capacity of the large base , the inter - story shear force will increase while the inter - story displacement will decrease as to fulfill the ductility request to avoid the large base becoming weak story , but meanwhile , the upper story will turn into weak story , thus the coefficient r s should be within 2 . 0 ~ 3 . 0
采用振型分解反应谱法计算结构内力时应根据振型参与系数选择振型避免漏选；大底盘多塔楼结构连接各塔楼的裙房屋面刚度应做得大些，以保证底部裙房与上部塔楼共同振动，但也不能过刚；大底盘多塔楼结构底盘承载力的加强将使底盘层剪力增大、层间变形减小，但易于满足延性要求，在一定程度上可避免底盘成为薄弱层。但底部加强会导致薄弱层的上移，因此采取提高底盘承载力的措施的效果是有限度的，承载力系数s宜取为2 . 0 3 . 0之间。 - This paper quantitatively analyzes how shear strength parameters influence bearing capacity of foundation according to fitting the bearing capacity factors of calculation formulas in the 《 code for design of building foundation 》 and illustrates the importance of the correct choice of test methods and test type in engineering practice with two examples
摘要拟合了《建筑地基基础设计规范》中承载力系数的计算公式，据此定量分析了土的抗剪强度指标对地基承载力计算结果的影响程度，并以实例说明了工程实践中正确选用试验方法和试验类型的重要性。 - Based on the theory of limit equilibrium and limit analysis approaches , a new calculation module is presented to study the fracture mechanism of foundations adjacent to or above slopes , which can consider the effect of ascent of fill section at the back of slopes . in the calculation of the ultimate bearing capacity of sloping ground with program written , the mobilization factor of the fill section at the back of the sloping ground in different conditions is gained . and , the bearing capacity factors and mobilization factor can be used in theory analysis and design of sloping ground
为了研究斜坡地基的破坏机理，本文还利用极限平衡法和极限分析法建立了一个新的能考虑坡后土体坡度影响的斜坡地基的计算模式，通过编程对斜坡地基的极限承载力进行了计算，得出了不同地基情况下的斜坡地基坡后土体的发挥系数，得到的斜坡地基的承载力系数和发挥系数可用于斜坡地基的理论分析和设计当中。