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。
Through many field investigations, characteristics of granite residual soil slopes are analyzed.
通过大量野外调查，分析了花岗岩残积土质边坡的特性。
Some mechanical properties of granite residual soil were studied under special stress paths using advanced GDS stress path triaxial apparatus.
利用先进的GDS应力路径三轴仪，探讨了花岗岩残积土在特殊应力路径下的三轴试验特性。
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