福建省广泛分布着花岗岩残积土。
There is granite residual soil widely distributing in Fujian province.
通过大量野外调查，分析了花岗岩残积土质边坡的特性。
Through many field investigations, characteristics of granite residual soil slopes are analyzed.
广东省和华南地区有着广泛分布的花岗岩残积土是一种特殊地基土。
The Granite residual soil, which is widely distributed in Guandong Province, is a special foundation soil.
花岗岩残积土是一种特殊性土体，工程分类问题一直没有得到合理的解决。
Granite residual soil has its specific characteristics. Its engineering category has not been solved so far.
闽南三角地区燕山期花岗岩残积土的工程地质性质是由其物质成分和结构特点决定的。
The engineering geological properties of Yanshanian granitic residual soil in South Fujian are determined by its composition and texture that is dominated by weathered intensity of its mother rock.
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。
Some mechanical properties of granite residual soil were studied under special stress paths using advanced GDS stress path triaxial apparatus.
珠海某工程地基为花岗岩残积土，具有较大的承载潜力，用无桩靴夯扩桩可大幅度提高其承载力。
The foundation of a Zhuhai project has been located in granite debris soil region where a big bearing capacity is existing.
花岗岩残积土是一种特殊性土体，是混粒土的一种特殊类型，从而导致浅层地基承载力也具有特殊性。
Residual soil on granite is one of symmict soils, with its specific characteristics which results in a particular foundation loading capacity.
吴能森。结构性花岗岩残积土的特性及工程问题研究。南京：南京林业大学博士学位论文，2005。
Wu Nengsen. A study on Characteristics and Some Engineering Problems of Granite Residual Soil with Structural Nature. Nanjing: Nanjing University, 2005.
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。
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.
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