高层建筑的特点是荷载大，基础埋深大，且一般基础宽度大，多用桩基。
The characteristic of high building is load heavy, ground base buried deeply, base width big in common and usually using the pile foundation work.
结果表明：采用修正实体深基础分层总和法计算沉降控制复合桩基基础的沉降量要比天然地基浅基础的沉降量小；
The results show that the foundation settlements obtained by the modified deep foundation layer-wise summation method are much less than those of shallow natural foundation.
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