Matches in SemOpenAlex for { <https://semopenalex.org/work/W2028049334> ?p ?o ?g. }
Showing items 1 to 90 of
90
with 100 items per page.
- W2028049334 endingPage "994" @default.
- W2028049334 startingPage "981" @default.
- W2028049334 abstract "Published data on 48 different rocks are used to evaluate the correlations between the uniaxial compressive strength (UCS) values and the corresponding results of point load, Schmidt hammer, sound velocity and impact strength tests. The variability of test results for each test and each rock type was evaluated by calculating the coefficient of variation. Using the method of least squares regression, the UCS values were correlated with the other test values. Also, the test methods were evaluated by plotting the estimated values of compressive strength vs. the measured values of compressive strength for each test. The results indicate that the least variability is shown in the impact strength test. So, among the test methods included in this study, the impact strength test is the most reproducible test; but the variability of test results for the other test methods is within acceptable limits for most engineering purposes. Strong linear relations between the point load strength index values and the UCS values were found for the coal measure rocks and the other rocks included in this study. The Schmidt hammer and the sound velocity tests exhibit significant non-linear correlations with the compressive strength of rock. In the sound velocity test, the data points are scattered at higher strength values. There is no clear relation between the impact strength values and the compressive strength values for the coal measure rocks. A weak non-linear correlation was found between the impact strength values and the compressive strength values for the other rocks. All test methods evaluated in this study, except the impact strength, provide reliable estimate of the compressive strength of rock. However, the prediction equations derived by different researchers are dependent on rock types and test conditions, as they are in this study." @default.
- W2028049334 created "2016-06-24" @default.
- W2028049334 creator A5060508765 @default.
- W2028049334 date "2001-10-01" @default.
- W2028049334 modified "2023-10-14" @default.
- W2028049334 title "Evaluation of simple methods for assessing the uniaxial compressive strength of rock" @default.
- W2028049334 cites W1602671332 @default.
- W2028049334 cites W1971671712 @default.
- W2028049334 cites W1973683052 @default.
- W2028049334 cites W1994342240 @default.
- W2028049334 cites W1997723027 @default.
- W2028049334 cites W1999894749 @default.
- W2028049334 cites W2011317642 @default.
- W2028049334 cites W2015008140 @default.
- W2028049334 cites W2024764794 @default.
- W2028049334 cites W2028326222 @default.
- W2028049334 cites W2029814382 @default.
- W2028049334 cites W2032481045 @default.
- W2028049334 cites W2048851304 @default.
- W2028049334 cites W2053730195 @default.
- W2028049334 cites W2059312392 @default.
- W2028049334 cites W2061536117 @default.
- W2028049334 cites W2083826621 @default.
- W2028049334 cites W2085240444 @default.
- W2028049334 cites W2168035086 @default.
- W2028049334 cites W247246152 @default.
- W2028049334 cites W2531026301 @default.
- W2028049334 cites W95646273 @default.
- W2028049334 doi "https://doi.org/10.1016/s1365-1609(01)00039-9" @default.
- W2028049334 hasPublicationYear "2001" @default.
- W2028049334 type Work @default.
- W2028049334 sameAs 2028049334 @default.
- W2028049334 citedByCount "475" @default.
- W2028049334 countsByYear W20280493342012 @default.
- W2028049334 countsByYear W20280493342013 @default.
- W2028049334 countsByYear W20280493342014 @default.
- W2028049334 countsByYear W20280493342015 @default.
- W2028049334 countsByYear W20280493342016 @default.
- W2028049334 countsByYear W20280493342017 @default.
- W2028049334 countsByYear W20280493342018 @default.
- W2028049334 countsByYear W20280493342019 @default.
- W2028049334 countsByYear W20280493342020 @default.
- W2028049334 countsByYear W20280493342021 @default.
- W2028049334 countsByYear W20280493342022 @default.
- W2028049334 countsByYear W20280493342023 @default.
- W2028049334 crossrefType "journal-article" @default.
- W2028049334 hasAuthorship W2028049334A5060508765 @default.
- W2028049334 hasConcept C105795698 @default.
- W2028049334 hasConcept C127313418 @default.
- W2028049334 hasConcept C132519959 @default.
- W2028049334 hasConcept C159985019 @default.
- W2028049334 hasConcept C187320778 @default.
- W2028049334 hasConcept C192562407 @default.
- W2028049334 hasConcept C30407753 @default.
- W2028049334 hasConcept C33923547 @default.
- W2028049334 hasConcept C48921125 @default.
- W2028049334 hasConcept C72490741 @default.
- W2028049334 hasConcept C88893950 @default.
- W2028049334 hasConceptScore W2028049334C105795698 @default.
- W2028049334 hasConceptScore W2028049334C127313418 @default.
- W2028049334 hasConceptScore W2028049334C132519959 @default.
- W2028049334 hasConceptScore W2028049334C159985019 @default.
- W2028049334 hasConceptScore W2028049334C187320778 @default.
- W2028049334 hasConceptScore W2028049334C192562407 @default.
- W2028049334 hasConceptScore W2028049334C30407753 @default.
- W2028049334 hasConceptScore W2028049334C33923547 @default.
- W2028049334 hasConceptScore W2028049334C48921125 @default.
- W2028049334 hasConceptScore W2028049334C72490741 @default.
- W2028049334 hasConceptScore W2028049334C88893950 @default.
- W2028049334 hasIssue "7" @default.
- W2028049334 hasLocation W20280493341 @default.
- W2028049334 hasOpenAccess W2028049334 @default.
- W2028049334 hasPrimaryLocation W20280493341 @default.
- W2028049334 hasRelatedWork W155066017 @default.
- W2028049334 hasRelatedWork W1602671332 @default.
- W2028049334 hasRelatedWork W2023952716 @default.
- W2028049334 hasRelatedWork W2028049334 @default.
- W2028049334 hasRelatedWork W2030593421 @default.
- W2028049334 hasRelatedWork W2104565434 @default.
- W2028049334 hasRelatedWork W2996638281 @default.
- W2028049334 hasRelatedWork W2998154841 @default.
- W2028049334 hasRelatedWork W3009201257 @default.
- W2028049334 hasRelatedWork W4250408269 @default.
- W2028049334 hasVolume "38" @default.
- W2028049334 isParatext "false" @default.
- W2028049334 isRetracted "false" @default.
- W2028049334 magId "2028049334" @default.
- W2028049334 workType "article" @default.