( 4 ) according to the settlement calculation method in this paper , the main influence factors , such as displacement ratio , modulus of cushion , modulus of pile , and coefficient of subgrade , are discussed in this paper and the curves that reflect the relationships of the composite modulus and the influence factors have been achieved ( 4 )根据本文建立的沉降计算方法,对复合地基模量的主要影响因素:置换率、褥垫层弹模、桩体模量、基床系数等进行探讨,最后得出了它们和复合地基模量之间的关系曲线。
Various distribution models of the coefficient of subgrade reaction can be considered after the two - parameter method is employed . the commonly used " k " method , " m " method , and " c " method can easily be obtained from it . thus , the solutions of the internal force along the studied stabilizing piles have more ordinary representation by the two - parameter method 2 、引入双参数法后,能够考虑土抗力的多种分布模式,常用的m法、 k法、 c法均被涵盖在其中,从而在计算桩的嵌固段内力分布时得到的计算表达式更具有代表性。