计算结果表明，在进行复合地基载荷试验时，载荷板下的垫层厚度及变形模量会对复合地基的荷载传递特性以及沉降产生影响。
The numerical calculation show that load transfer and settlement of composite groundsill is affected by the thickness and modula of soil layer .
给出了算例结果，探讨了配筋率、配筋位置、地基模量等参数对路面变形、内力及应力的影响规律。
The example of numerical results is given and the influence law of reinforced ratio, reinforced position and foundation coefficient on the deformation, internal forces and stress are discussed.
讨论了多桩型复合地基及其复合模量的基本概念。介绍了多桩型复合地基承载力和变形的计算方法。
The authors discuss the basic conception about multi type pile composite foundation and composite modulus, and recommend the calculation methods on bearing capacity and deformation.
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