sliding force meaning in Chinese
滑动力
Examples
- The most residual slide force of unit width is 9020kn / m ( iii - iii section ) when stability coefficient is 1 . 15
四道沟滑坡满足设计稳定系数1 . 15时，最大单宽剩余下滑力9020kn m ( -剖面) 。 - On basis of the calculation method of residue sliding force , the transfer coefficient method is improved to obtain the slide block balance method , the application scope of which is wider
在滑坡剩余下滑力的计算方法上,改良传递系数法,提出了精度更高,适用范围更广泛的广义不平衡推力法。 - Ami - sliding safety factors are attained when total sliding force and total anti - sliding force are calculated through normal stress and shear stress acting on the element interfaces
其次，利用刚体弹簧元法求解单元交界面上的正应力和剪应力，从而积分求得滑移路径上的总滑动力和总阻滑力，进而求得各滑动面的抗滑安全系数。 - The determination of potential downslide surface is one of the most important content , so a method is brought forward . based on the result of 3d nonlinear finite element analysis , a method to determinate the potential downslide surface and safety factor for analyzing sliding force has been put forward
边坡可能下滑面的确定一直是边坡稳定分析的一个重要内容，本文提出了根据三维非线性有限元稳定分析结果确定边坡可能滑裂面及指定安全系数的下滑力的分析方法，为边坡加固提供参考。 - According to calculating and analysis , educes the distributing laws and their correlations of horizontal displacement and stress of stabilizing pile , anchor pull and earth press in two sides of pile , including the distributing of point repel force and internal force of pile at the terminal state , providing full theoretical basis for anchor cable and stabilizing pile structure design , strength check , stability check and determination of anti - slide force for a single stabilizing pile
通过计算分析，得出了抗滑桩的水平位移、桩身应力、锚索拉力和桩侧土压力的分布规律和它们之间的相互关系以及极限状态时的桩的结点抗力和桩的内力分布规律，为锚索桩的结构设计、强度校核、稳定性校核和单桩抗滑力的确定提供了充分的理论依据，同时也提出了锚索抗滑桩计算分析的一种新方法。