【摘要】 在考虑桩体与桩间土的侧向挤压作用下,依据线弹性变形理论,推求出了多元复合地基的复合模量公式,并用该公式对工程实例进行了计算。结果表明,该方法是合理可行的,其精度较普通复合模量计算方法要高。更多还原

【Abstract】 In considering the action of side extrusion between pile bodies and earth among piles,the composite modulus formula for the multi-composite ground base is deduced and obtained in terms of linear elastic deformation theory,and the formula is used to carry out the computation of actual engineering examples. The results indicate that this method is rational and feasible, whose accuracy is higher than that of common composite modulus method.更多还原