Stabiliziranje zmesi kamnitih zrn za nosilne plasti voziščnih konstrukcij

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Ključne besede

Podatki

Jezik:	Slovenski jezik
Leto izida:	2006
Izvor:	Ljubljana
Tipologija:	2.11 - Diplomsko delo
Organizacija:	UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik:	[P. Jurjavčič]
UDK:	625.8(043.2)
COBISS:	3038817
Št. ogledov:	2419
Št. prenosov:	715
Ocena:	0 (0 glasov)
Metapodatki:

Ostali podatki

Sekundarni jezik:	Angleški jezik
Sekundarni naslov:	Aggregate mixture stabilization of the base course of the pavement structure
Sekundarni povzetek:	The present work discusses the basis of different manner of agggregate mixture stabilization of the base course of the road construction. At this point my focus is based on cement stabilization as the one mainly used in road building. Advantages and disadvantages of mechanization used for aggregate mixture stabilizing are at greater length depicted, where inovative recyclator Wirtgen 2500 S has its own special place. Used materials for granulated mixture or compound and characteristic of organic (bituminous) and inorganic (hydraulic) binders are presented. Preparation procedure for aggregate mixtures and compounds are clearly defined and corroborated with example in chapter "Optimization structure", where the main goal was to obtain the optimal hydraulic bounding for the cement stabilization production. The bound material has to meet all the valid and expected new regulation and the preparation of the cement stabilization must be in accordance with all the regulated characteristic. Optimal choice of binder type and its proportion is at this point very important as the main problem of technological procedure would be mainly accurate dosage and adequate homogeneity of small amounts of binder. The main problem appears with incorrect dosage of binder quantaties: when binders are overdosed cracks appear because of too high compressive strength, whereas underdosing influences on functionalism of a pavement structure that can not meet all the expected traffic loads. At this point we lean on demands that are regulated by TSC that in the future present the main resource to unify the procedure for quality construction of stabilized courses for base in the pavement structure.
Sekundarne ključne besede:	stabilization;binder;roadbase;pavement structure
Vrsta datoteke:	application/pdf
Vrsta dela (COBISS):	Diplomsko delo
Komentar na gradivo:	Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo, Oddelek za gradbeništvo, Univerzitetni študij, Prometnotehnična smer
Strani:	XII, 113 str., pril.
Vrsta dela (ePrints):	thesis
Naslov (ePrints):	Stabiliziranje zmesi kamnitih zrn za nosilne plasti voziščnih konstrukcij
Ključne besede (ePrints):	gradbeništvo;diplomska dela;UNI;stabilizacija;veziva;vezana nosilna plast;vožiščna konstrukcija;
ID:	8309073