technical note
Bojana Dolinar (Avtor), Ludvik Trauner (Avtor)

Povzetek

The cone penetrometer method is being increasingly used for the determination of the liquid limit of cohesive soils. The same method can be used to determine the plastic limit according to the known relationship between soil moisture content and depth of cone penetration. This relationship is non-linear, yet becomes linear on a log-log scale resulting in a simple methodof determination of liquid limit and plastic limit values. This technical note determines the soil properties that define these index parameters. Experimentally obtained results suggest that the index parameters primarily depend on the type, size, and quantity of the clay minerals in soil.Soil index parameters such as the liquid limit and plastic limit can be determined from knowledge of the mineralogical properties of the soil because this dependence appears well defined.

Ključne besede

geomehanika;preiskava tal;gline;kohezivne zemljine;lastnosti tal;Attenberg;soil mechanics;soil tests;clays;cohesive soils;soil properties;Attenberg limits;cone penetration tests;

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: UM FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo
UDK: 624.131.3
COBISS: 9345046 Povezava se bo odprla v novem oknu
ISSN: 1090-0241
Št. ogledov: 1719
Št. prenosov: 45
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;preiskava tal;gline;kohezivne zemljine;lastnosti tal;Attenberg;
URN: URN:SI:UM:
Strani: str. 126-130
Letnik: ǂVol. ǂ131
Zvezek: ǂNo. ǂ1
Čas izdaje: Jan. 2005
ID: 8718470