Ludvik Trauner (Avtor), Bojana Dolinar (Avtor), Miha Mišič (Avtor)

Povzetek

The relationship between the undrained shear strength of fine-grained soils and the water content can be described with a nonlinear function in which the type of soil is determined by two parameters. It is well known that these parameters depend mainly on the mineral compositions of soilsč these relationships, however, have not yet been investigated. The findings describedin this paper define those mineralogical properties of soils which determine the values of both parameters. Experimentally obtained results suggest that the parameters primarily depend on the size of the clay minerals,their quantity in soil composition, and the interlayer water quantityin the expanding clay minerals. As this dependence is well defined, the parameters, and thus the undrained shear strength at different water content, can be defined from knowledge of these mineralogical soil properties.

Ključne besede

geomehanika;gline;fino-zrnate zemljine;strižna trdnost;vsebnost vode;mineralogija;soil mechanics;clays;fine-grained soils;shear strength;water content;mineralogy;

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: UM FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo
UDK: 624.131.4
COBISS: 10092822 Povezava se bo odprla v novem oknu
ISSN: 1532-3641
Št. ogledov: 2203
Št. prenosov: 101
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarne ključne besede: geomehanika;gline;fino-zrnate zemljine;strižna trdnost;vsebnost vode;mineralogija;
URN: URN:SI:UM:
Strani: str. 350-355
Letnik: ǂVol. ǂ5
Zvezek: ǂno. ǂ4
Čas izdaje: 2005
ID: 8718362