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"/>
公开/公告号RU2503776C1
专利类型
公开/公告日2014-01-10
原文格式PDF
申请/专利号RU20120131595
申请日2012-07-23
分类号E02D1/02;
国家 RU
入库时间 2022-08-21 15:38:45