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Title:Correlation between the point load index, $I_{s(50)}$, and the resistance to unconfined compression in limestone from the comunidad Valenciana, Spain
Authors:ID Galván, Manolo (Author)
ID Preciado, Jorge (Author)
ID Serón, Jose (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2014_Galvan,_Preciado,_Serón_Correlation_between_the_point_load_index,_I_subs_(50),_and_the_resistance_to_unc.pdf (398,58 KB)
MD5: B02091693F677CA034F05EB8AC52C0F2
PID: 20.500.12556/dkum/f824b079-5a1d-48a6-9304-1e2583adc854
 
URL http://fgserver3.fg.um.si/journal-ags/2014-2/article-3.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:The unconfined compression strength is one of the most important engineering parameters in rock mechanics; it is used to characterize and study the behaviour of solid rocks. A good correlation between the unconfined compression strength test (UCS) and the point load strength (PLS) can be very useful, because it allows for faster and cheaper testing than other methods with the same security to calculate the structures and performances of solid rocks. A preliminary step to implement the correlation is to have a good method to determine the resistance to a point load. This determination is correct if we have a sufficient number of tests on specimens of the same nature, but usually this does not occur, and it is necessary to apply a size-correction factor, F = (De/50)α, with α = 0.45. This paper is based on limestone from Comunidad Valenciana, Spain, because it represents a very high percentage of the rocks. The implementation was conducted over 700 field and laboratory tests, of which 255 are PLT tests, 45 are UCS tests, and the rest are other parameters, like porosity and specific weight, Slake Durability, and ultrasonic velocity.
Keywords:resistance to point load, point load strength, Franklin test, size correction factor, unconfined compression
Publication status:Published
Publication version:Version of Record
Year of publishing:2014
Number of pages:str. 35-45
Numbering:Letn. 11, št. 2
PID:20.500.12556/DKUM-70821 New window
ISSN:1854-0171
UDC:624.131.3:552.541
ISSN on article:1854-0171
COBISS.SI-ID:281011456 New window
NUK URN:URN:SI:UM:DK:IKQ5L1TJ
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:14.06.2018
Views:1246
Downloads:80
Metadata:XML DC-XML DC-RDF
Categories:Misc.
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Record is a part of a journal

Title:Acta geotechnica Slovenica
Shortened title:Acta geotech. Slov.
Publisher:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
ISSN:1854-0171
COBISS.SI-ID:215987712 New window

Secondary language

Language:Slovenian
Title:Korelacija med točkovnim trdnostnim indeksom $I_{s(50)}$ in enoosno tlačno trdnostjo apnenca iz Comunidad Valenciane (Španija
Abstract:V mehaniki kamnin je enoosna tlačna trdnost ena od najpomembnejših lastnosti trdih kamnin, ki se uporablja za njihovo opisovanje in preučevanje obnašanja. Enoosno tlačno trdnost je mogoče oceniti tudi posredno iz točkovnega trdnostnega indeksa. V primeru dobre korelacije med obema parametroma je slednja metoda zelo uporabna, saj omogoča hitrejše in cenejše preizkušanje kamnin kot ostale metode. Prvi korak pri izpolnitvi te korelacije je izbira ustrezne metode za merjenje točkovne trdnosti kamnin. Le to je zanesljivejše, če obstaja zadostno število preiskav istovrstnih vzorcev, kar pa ni običajno, zato je potrebno uvesti ustrezen korekcijski faktor velikosti F = (De / 50)α, z α = 0.45. Prispevek obravnava rezultate preiskav apnenca iz Comunidad Valenciane (Španija), ki predstavlja velik delež njihovih kamnin. V okviru študije je bilo izvedenih več kot 700 terenskih in laboratorijskih preiskav, med njimi 255 preiskav točkovnega trdnostnega indeksa in 45 preiskav enoosne tlačne trdnosti kamnin. Na vzorcih so bile določene še poroznost in specifična teža, vodoodpornost in ultrasonična hitrost.
Keywords:mehanika kamnin, apnenec, točkovna trdnost, enoosna tlačna trdnost, odpor na točkovno obtežbo, točkovna trdnost, Franklinov preizkus, korekcijski faktor velikosti


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  1. Acta geotechnica Slovenica

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