【摘要】 指出抗滑桩内力计算的传统方法之地基系数法应用于岩体抗滑桩时 ,存在的一些问题 .对此 ,首先根据刚性抗滑桩的受力和变形特性 ,推导了地基系数法计算刚性桩内力的计算公式 ;其次根据弹性抗滑桩的受力和变形特性 ,导出了有限差分格式 ,用以分析弹性桩全桩的内力 .同时 ,采用MATL AB数学软件 ,编写了基于文中所推公式的刚性和弹性抗滑桩内力计算程序 ,可完成全部计算和将计算结果转换成理想的可视化图形 .对于刚性抗滑桩 ,计算结果是精确的 ;对于弹性抗滑桩 ,计算结果的精度优于传统的查表手算法 .计算结果的可视化有助于抗滑桩的结构设计更多还原

【Abstract】 Some problems are pointed out when traditional foundation coefficient method is applied to the calculation of internal forces of stabilizing piles in rock masses.For these,firstly,the calculation formulae of internal forces of rigid stabilizing piles are derived based on their characteristics of the subjected forces and displcements.Secondly,the finite differential method based on foundation coefficient is presented according to the characteristics of elastic stabilizing piles.The calculation formulae to be used in theanalysis of internal forces of elastic stabilizing piles are also derived.Meanwhile,the calculations of internal forces of rigid and elastic stabilizing piles are programmed based on these formulae by using mathematic software i.e. MATLAB.All the calculations can be performed,and reasonable visual figures can be transformed according to the calculation results by the program.For rigid stabilizing piles,calculation results are precise.For elastic stabilizing piles,the precision of calculation results is better than that of traditional method by means of tables.The visual figures of the calculation results are helpful to construction design of stabilizing piles.更多还原