这些结论为超长群桩的理论研究、工程设计与施工提供有益参考。
These conclusions can provide a useful guidance for the theoretical researches, engineering design and construction of super-long pile groups.
因此，本文以非线性有限元分析竖直荷载作用下超长群桩承载性状。
Therefore, this thesis analysed the bearing behavior of super-long group piles under vertical loadings by non-linear finite element method.
针对超长群桩使用较多而理论研究较少的现状，进行了大型的室内超长群桩模型试验。
According to the current situation of super-long pile groups, i. e. more application and less theoretical studies, a large-scale laboratory model test is conducted.
针对超长群桩使用较多而理论研究较少的现状，进行了大型的室内超长群桩模型试验。
According to the current situation of super-long pile groups, i. e. more application and less theoretical studies, a large-scale laboratory model test is conducted.
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