福建省广泛分布着花岗岩残积土。
There is granite residual soil widely distributing in Fujian province.
第四系上更新统坡积残积土层中。
Quaternary upper Pleistocene Series residual soil and slope washes.
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.
残积土风化剧烈，研究其大变形下的工程特性很有必要。
It is imperative to study the engineering characteristics of residual soils which is weathered violently under large deformation.
根据计算结果，分析了降雨渗流对残积土边坡的应力和变形的影响。
The stress and deformation of residual soil slope under rainfall infiltration calculated with FEM 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.
红土是在亚热带、热带湿热气候条件下风化形成的一类区域性残积土。
Laterine is a weathering and leaching residual soil under sub-tropical and tropical climate.
降雨往往是引起热带和亚热带的膨胀土、残积土边坡失稳的主要促发因素。
Rainfall is usually the major factor causing the slope failure of the expansive soils and residual soils in tropical or subtropical regions.
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.
本文介绍了我院打破常规在松散残积土层采用砖拱支护扩底施工的成功尝试。
Now it has been used successfully in the residual soil, with brick arch supporting system.
简要介绍了残积土边坡滑动变形特点和地质分布特征，分析了残积土的强度特性。
The slide characteristic and geologic distribution of residual soil slope are introduced, the strength character of residual soil is analyzed.
由于风化程度不同，残积土在不同深度和地区出现的物质成分和结构特征而有差异。
The difference in composition and texture is due to the difference in depth of weathering and geographical position.
由于基槽开挖对下卧层残积土的强烈扰动导致强度丧失，造成承台在自重下明显沉降。
The loss of strength due to the strong disturbance of underlaying residual soil by the excavation of foundation trench shall cause obvious settlement of cushion cap with its gravity.
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.
因此在边坡工程中，对残积土的崩解及软化等应予以高度重视，并采取相应的防护措施。
Thereby during any slope engineering, it should be taken recognition to heavens to the disintegration character of residual soil and correspond control measure should be adopted.
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.
残积土作为一种特殊土，其工程地质性质往往因母岩类型、地质环境及风化条件的不同差异很大。
Residual soil is one of special soils, of which engineering geological property is usually different because of its difference in origin of rock, geological environment and weathering condition.
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.
本文以深圳机场场道地基的残积土为研究对象，结合地基沉降实测成果对残积土的工程特性进行了全面深入的研究。
Residual clay in the foundation of Shenzhen airport runway was studied. In combination with settlement measurement data, the engineering properties of residual clay were analysed.
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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