基于弹性理论方法，结合分层总和法，编制了群桩沉降计算程序，并掘此对普通群桩和组合桩群桩性状和沉降计算进行研究。
Based on elastic methods and the layer-wise summation method, a program developed for settlement calculation of pile ground and combined composite foundation.
柔性基础下复合地基应用相当广泛，但其沉降变形计算理论尚待进一步研究。
The application of a composite foundation under flexible base slab is quite extensive; yet its theory of calculating settlement deformation needs to be further researched.
这是导致按弹性理论计算沉降和相互作用影响偏大的基本原因。
It is the fundamental reason why the calculated values of settlement and interaction effect, according to elastic theory, are larger than those measured.
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