残积

对化学风化指数（CIA）、K/Na比值、残积系数（Ki）等化学综合参数的研究结果显示，各项地球化学参数可有效指示成壤环境与成壤强度；

The chemical weathering index ( CIA ), K / Na ratio , eluvial coefficient ( Ki ) and A-CN-K diagram , can availably indicate the evolution of pedogenic environment .

滇西上芒岗红色粘土剖面中常量元素的垂向分布研究表明，K2O、Fe2O3、Al2O3在剖面中的变化一致，呈双峰曲线变化，即在坡积带稍有富集、在残积带明显富集；

We analyzed the distribution of major elements in the red-clay profile . The results indicated K 2O varied in consistence with Fe 2O 3 and Al 2O 3 in red clay . Their contents are slightly high in the slopewash zone and distinctly high in the eluvial zone .

H型桩在花岗岩残积土中的桩端承载力模拟

Prediction of End-bearing Capacity of H-piles Embedded in Completely Decomposed Granitic Soils

硫酸浸出含Ni残积矿矿石镁回收技术探讨

The technology discussion about magnesium recovery from nickel saprolite sulphuric acid leaching solution

由于误把残积粉质粘土当作残积粘土持力层，使得B幢已浇灌好的人工挖孔灌注桩无法达到设计的承载力要求。

Some hand dig hole pile can 't meet demands designed because of regarding residual silty clay as residual clay .

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 .

该指标可以较好地反映全风化带（CDG）残积土风化度的精细变化，特别是风化程度在深度方向上的差异性。

It can elaborately reflect the change of weathering degree of CDG , especially the difference of weathering degree with depth .

通过对香港CDG的实例分析，确定了三处残积土剖面的风化度相对大小。

According to the analyzing of CDG in Hong Kong , the opposite magnitude of weathering degree of samples from three sections is confirmed .

分布在基岩面高程190m以上的粉质黏土夹碎石土层是由崩积、残积及坡积作用形成的；

And that those gravel silty clays distributed above 190 m of the rock surface are residual , colluvial and talus deposits ;

用GDS应力路径三轴试验、振动三轴试验和振动台模型试验研究了厦门2种残积土的静动力学特性与震陷特性。

The characteristics of statics and dynamics as well as seismic depression of two kinds of residual soils in Amoy were studied with GDS apparatus and dynamic triaxial as well as shaking table equipment .

《土的工程分类标准》（GBJ145-90）关于粗、细粒土的分类原则，适用于花岗岩残积土；

Soil Engineering Classification Criterion ( GBJ145-90 ) is suitable for GRS on classifying coarse and fine soils ;

花岗岩残积土通常作为摩擦桩的桩端持力层，其工程性状一般接近于粉质砂土（Lumb，1962）。

As a kind of silty sand s ( Lumb , 1962 ), residual granitic soil is normally taken as the end-bearing stratum of friction piles .

西北地区残积淤泥类土的工程地质特性

Engineering geological properties of the residue mucky soil in Northwest Regions

福建省广泛分布着花岗岩残积土。

There is granite residual soil widely distributing in Fujian province .

广州地区花岗岩残积土崩解特性研究

A Study on Disintegration Behavior of Granite Residual Soil in Guangzhou

锚杆在坡残积土中锚固机理的探讨

Discussion on the Mechanism of Bolting in Eluvial and Residual Soils

浅析花岗岩残积土的化学成分特征及其工程性质

Chemical Composition Characteristics and Engineering Properties of the Granitic Eluvial Soil

花岗岩残积土的崩解性及软化损伤参数研究

A study on calving property and softening damage parameter of GRS

花岗岩残积土物理力学指标的概率统计分析

Probability Statistic Analysis of Physical Mechanical Parameters of Granite Eluvial Soil

水土作用模式对残积红粘土力学性质的影响分析

Effects of Water-Soil Interaction on Mechanical Strength of Residual Red Clay

确定了花岗岩残积土的变形强度参数，并首次得到该土的液化曲线；

The parameters of deformation and strength and liquefaction curve were established .

厦门地区花岗岩残积土夯扩桩的应用与研究

Research and Application of Franki Pile in Granite Residual Soil in Xiamen

花岗岩风化残积粘性土动力特性的试验研究

Experimental Investigation on Dynamic Properties of Weathered Granite Residual-Cohesive Soil

矿床成因属第四纪残积型。

The origin of the deposit belongs to Quarternary eluvial placer type .

福建沿海花岗岩残积土的工程性能分析

Engineering Performance Analysis of Granite Residual Soil Along Fujian Coast

花岗岩残积土的地区差异及对其工程特性的研究

Regional Differences of Granitic Residual Soil and Research on Its Engineering Characteristics

XH-100多功能三轴仪与花岗岩残积土动力特性研究

HX-100 Multifunction Triaxial Apparatus and Dynamic Characteristics of Lateritic Soil

碳酸盐岩残积红土的结构、构造特征及其成因研究

The characteristics of structure and texture of residual laterite and their genesis

广东市桥花岗岩残积土的工程特性

The Engineering Geological Feature of Granite Residual Soil in Guangdong Shiqiao Region

残积土和堆积土的地球化学循环性和方向性规律。

The geochemical circulation and orientation between eluvial and transported soil deposits .