. . "11310" . . "GB - Spojen\u00E9 kr\u00E1lovstv\u00ED Velk\u00E9 Brit\u00E1nie a Severn\u00EDho Irska" . "Boh\u00E1\u010D, Jan" . "Geotechnique" . . . "RIV/00216208:11310/12:10132227" . . "Small-strain behaviour of cemented soils"@en . "stiffness; laboratory tests; fabric/structure of soils; constitutive relations"@en . "RIV/00216208:11310/12:10132227!RIV13-GA0-11310___" . . . . . "62" . "Small-strain behaviour of cemented soils" . . "Ma\u0161\u00EDn, David" . "Trhl\u00EDkov\u00E1, Jana" . "P(GAP105/11/1884), P(IAA201110802), P(TA01031840), Z(MSM0021620855)" . . . . "3"^^ . "Small-strain behaviour of cemented soils" . "000308697900007" . "[1A0FF7CCB1D7]" . "10.1680/geot.9.P.100" . . "168568" . "The shear modulus of cemented soils at very small strain (G(0)) was studied. For artificially cemented clay, G(0) was found to be independent of the mean effective stress until the yield stress. After yield, a significant effect of structure degradation on G(0) was observed. The experimental data were interpreted by an equation, which relates G(0) of cemented soils to mean stress, apparent overconsolidation ratio and the state of structure (sensitivity). The equation was also found to represent G(0) of cemented sands."@en . . . "3"^^ . "http://dx.doi.org/10.1680/geot.9.P.100" . . . "Small-strain behaviour of cemented soils"@en . . "10" . . . "5"^^ . "0016-8505" . "The shear modulus of cemented soils at very small strain (G(0)) was studied. For artificially cemented clay, G(0) was found to be independent of the mean effective stress until the yield stress. After yield, a significant effect of structure degradation on G(0) was observed. The experimental data were interpreted by an equation, which relates G(0) of cemented soils to mean stress, apparent overconsolidation ratio and the state of structure (sensitivity). The equation was also found to represent G(0) of cemented sands." . .