提出了一个新的基础沉降量计算公式。
地基沉降量计算采用实体墩基法较为合适。
It is more suitable to calculate the foundation settlement with solid pier foundation method.
根据桩基沉降的机理，阐述了含有不同桩型的群桩基础沉降量计算方法。
A method of calculating settlement of foundation with different types of group piles is put forward based on its mechanism.
通过建立数学模型进行最终沉降量计算，并与实际观测值相比较，具有较高的精度和使用价值。
Compared with the reality, it is useful valuable and more precise to compute a last subsidence by building a math model.
本文研究了荷载分布、应力路径和非线性变形对地基性状影响。提出了一个新的基础沉降量计算公式。
The influence of loading distribution stress path and nonlinear deformation on foundation behaviour are studied in this paper. A new settlement formula for foUndations is proposed.
采用桩间土的压缩模量乘以承载力的提高幅值，所得复合压缩模量计算组合桩型复合地基，最终沉降满足工程要求。
The results show that the revised test value of the bearing capacity of combined pile composite foundation under the loading …
采用桩间土的压缩模量乘以承载力的提高幅值，所得复合压缩模量计算组合桩型复合地基，最终沉降满足工程要求。
The results show that the revised test value of the bearing capacity of combined pile composite foundation under the loading …
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