From the aspects of bearing capacity, averaged settlement and integral decline, analyzing a building of 32 layers based on residual soil of granite, proving the feasibility of natural ground.
通过一栋32层的高层建筑，以花岗岩残积土作为基础持力层，从承载力、平均沉降量和整体倾斜等诸方面进行分析、论证，采用天然地基是可行的。
From the aspects of bearing capacity, averaged settlement and integral decline, analyzing a building of 32 layers based on residual soil of granite, proving the feasibility of natural ground.
通过一栋32层的高层建筑，以花岗岩残积土作为基础持力层，从承载力、平均沉降量和整体倾斜等诸方面进行分析、论证，采用天然地基是可行的。
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