and coarse fractions, dry unit weight of fine and coarse fractions in the mixture, definition of critical content of fine fraction when coarse fractions form a stiff skeleton based on the ratio. Additionally the sample of fine fraction is tested in a compression instrument under different pressures σ and its compressibility characteristics are defined - coefficient of porosity ef for different pressures σ, coefficient of compressibility mf and deformation module Ef in the range of pressures from σi to σi+1,using the produced data, they calculate characteristics of compressibility of clayey soil mixtures, and curves are built from the ratios, at the same time the impact of content of macrofragmental inclusions is assessed by coefficients at and KE1, compressibility of the mixture reduces with availability of coarse inclusions in the samples.;EFFECT: provision for determination of impact of macrofragmental inclusions content at characteristics of compressibility of clayey soil mixtures.;2 cl, 3 ex, 3 tbl, 3 dwg"/> METHOD TO ASSESS CONTENT OF MACROFRAGMENTAL INCLUSIONS TO CHARACTERISTICS OF COMPRESSIBILITY OF MIXTURES OF CLAYEY SOILS
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METHOD TO ASSESS CONTENT OF MACROFRAGMENTAL INCLUSIONS TO CHARACTERISTICS OF COMPRESSIBILITY OF MIXTURES OF CLAYEY SOILS

机译:评估粘土混合料可压缩性特征的宏片段含量的方法。

摘要

FIELD: construction.;SUBSTANCE: method to assess content of macrofragmental inclusions to characteristics of compressibility of mixtures of clayey soils includes sampling a soil mixture, definition of sample density and moisture, dry unit weight, separation of the sample into fine and coarse fractions, definition of content of fine Pf and coarse Pc fractions, and density of particles of fine and coarse fractions, dry unit weight of fine and coarse fractions in the mixture, definition of critical content of fine fraction when coarse fractions form a stiff skeleton based on the ratio. Additionally the sample of fine fraction is tested in a compression instrument under different pressures σ and its compressibility characteristics are defined - coefficient of porosity ef for different pressures σ, coefficient of compressibility mf and deformation module Ef in the range of pressures from σi to σi+1,using the produced data, they calculate characteristics of compressibility of clayey soil mixtures, and curves are built from the ratios, at the same time the impact of content of macrofragmental inclusions is assessed by coefficients at and KE1, compressibility of the mixture reduces with availability of coarse inclusions in the samples.;EFFECT: provision for determination of impact of macrofragmental inclusions content at characteristics of compressibility of clayey soil mixtures.;2 cl, 3 ex, 3 tbl, 3 dwg
机译:领域:建筑;物质:评估粘性土混合物中可压缩性特征的大片段夹杂物含量的方法包括:对土壤混合物进行采样,定义样品密度和湿度,干燥单位重量,将样品分为细颗粒和粗颗粒,细P f 和粗P c 的含量的定义以及 <图像文件=“ 00000067.GIF” he =“ 7” imgContent =“未定义” imgFormat =“ GIF” wi =“ 5” /> <图像文件=“ 00000068.GIF” he =“ 7” imgContent =“ undefined” imgFormat =“ GIF” wi =“ 4” /> 分数,混合物中细级和粗级分的干重,细级分的关键含量的定义 <图像文件=“ 00000069.GIF” he =“ 7” imgContent =“ undefined” imgFormat =“ GIF” wi = “ 8” /> 当粗级分数基于比率形成一个刚性骨架时。另外,细颗粒样品在压缩仪器中在不同的压力σ下进行测试,并定义了其压缩特性-在不同压力σ下的孔隙度系数e f ,压缩系数m f i 到σ i + 1 的压力范围内的Sub>和变形模块E f ,使用产生的数据来计算特性黏土混合物的可压缩性,并根据比例绘制曲线,同时通过 和K E

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