About: Small-strain behaviour of cemented soils

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
rdfs:seeAlso	http://dx.doi.org/10.1680/geot.9.P.100
Description	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. 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)
Title	Small-strain behaviour of cemented soils Small-strain behaviour of cemented soils (en)
skos:prefLabel	Small-strain behaviour of cemented soils Small-strain behaviour of cemented soils (en)
skos:notation	RIV/00216208:11310/12:10132227!RIV13-GA0-11310___
http://linked.open...avai/predkladatel	Přírodovědecká fakulta
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GAP105/11/1884), P(IAA201110802), P(TA01031840), Z(MSM0021620855)
http://linked.open...iv/cisloPeriodika	10
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Mašín, David Boháč, Jan Trhlíková, Jana
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Univerzita Karlova v Praze / Přírodovědecká fakulta
http://linked.open...dnocenehoVysledku	168568
http://linked.open...ai/riv/idVysledku	RIV/00216208:11310/12:10132227
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	stiffness; laboratory tests; fabric/structure of soils; constitutive relations (en)
http://linked.open.../riv/klicoveSlovo	fabric/structure of soils laboratory tests stiffness constitutive relations
http://linked.open...odStatuVydavatele	GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV	[1A0FF7CCB1D7]
http://linked.open...i/riv/nazevZdroje	Geotechnique
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Horizontal in situ stress in clays and its use in finite element analyses Cementation bonds of fine-grained soils - laboratory and numerical model Development and application of numerical methods for increasing safety of the tunnel construction and operation.
http://linked.open...UplatneniVysledku	2012
http://linked.open...v/svazekPeriodika	62
http://linked.open...iv/tvurceVysledku	Mašín, David Boháč, Jan Trhlíková, Jana
http://linked.open...ain/vavai/riv/wos	000308697900007
http://linked.open...n/vavai/riv/zamer	Material flow mechanisms in the upper spheres of the Earth
issn	0016-8505
number of pages	5 (xsd:int)
http://bibframe.org/vocab/doi	10.1680/geot.9.P.100
http://localhost/t...ganizacniJednotka	11310
is http://linked.open...avai/riv/vysledek of	Small-strain behaviour of cemented soils

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