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common measure of compressive strength is the uniaxial compressive strength (UCS) or unconfined compressive The UCS, tensile strength and point load index for granite range from 100 to 300 MPa, 7 to 25 estimate UCS indirectly, indextostrength conversion factors are constructed (ISRM,. 1985).

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### (PDF) Estimation of uniaxial compressive.

2013-4-20 · Full-Text Paper (PDF): Estimation of uniaxial compressive strength of rock materials by index tests using regression analysis and fuzzy inference system

### Correlation between Uniaxial Compressive

2008-6-6 · compressive strength using point load index for each group are presented along with their The index-to-strength conversion factor (k) relating UCS to Is(50) was reported to depend on the compressive to tensile strength ratio, the Poisson’s

### A preliminary study on the conversion factor

2017-8-29 · suggested general conversion factor and the UCS–BPI relation is best represented by the power law function. Keywords Uniaxial compressive strength Block punch index Pyroclastic rocks Empirical equations Introduction tensile strengths of granite, schist and sandstone samples

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### USING THE POINT LOAD TEST TO DETERMINE

2012-8-29 · USING THE POINT LOAD TEST TO DETERMINE THE UNIAXIAL COMPRESSIVE STRENGTH OF COAL appropriate Is50 to UCS conversion factors for different coal measure rocks. The rock strength determined by the PLT, like Where K is the "conversion factor." Subsequent studies

### Utilizing the strength conversion factor in the

2017-8-26 · Utilizing the strength conversion factor in the estimation of uniaxial compressive strength from the point load index Estimation of uniaxial compressive strength 343 123. Table 2

### Estimating Unconfined Compressive Strength of

2014-5-16 · conversion factor (C) to multiply with the point load strength index value in order to get the UCS value. If no data about (C) was available, the code gives generalized values for (C) acquired from the ISRM suggested m e-

### Correlation Between Point Load Index And Very

2013-7-31 · Correlation Between Point Load Index And Very Low Uniaxial Compressive Strength Of Some Iraqi Rocks strength conversion factor. The correlation equations for predicting compressive strength using point (UCS) conversion factors for different Iraqi rocks. The rock strength determined by (PLT), like the load frame strengths that they

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### Predictive model for uniaxial compressive

Predictive model for uniaxial compressive strength for Grade III granitic rocks from Macao there is a lack of predictive UCS model for granite of weathering Grade III but it is well recognized to be crucial to the design of pile foundations on granitic bedrocks. In this study, a reliable predictive model will be developed under the Bayesian

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### Conversion of Point Load Test Results to

· Conversion of Point Load Test Results to Conventional Strength Tests for Shale, Claystone and Limestone Rocks Abdolreza Osouli1, Behrooz Moradi Bajestani2 , Iman Shafii3 1- Assistant Professor, Civil Engineering Department, Southern Illinois University of Edwardsville, Edwardsville, IL, [email protected]

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### The Uniaxial Compressive Strength of Soft

2018-9-3 · Temperature dependence of uniaxial compressive strength of Hnilec granite: The Uniaxial Compressive Strength of Soft Rock. D. S. Agustawijaya. (50). The results showed that the IS(50) could well be correlated with the UCS. A conversion factor of 14 is proposed for soft rock materials.

### The Influence of Pre-Existing Deformation

2017-12-7 · For example, the PLT to UCS conversion factor can vary from as low as 8 to as high as 30, while the ITS to UCS conversion factor values vary between 2.7 and 50 [43,44]. This implies that the conversion factor is a rock characteristic parameter and not a universal value; therefore, its applicability must be assessed on a case by case basis.

### Correlations between uniaxial Compressive

2015-10-8 · Correlations between uniaxial Compressive strength and point load strength for some brazilian strength (PLS), called the strength conversion factor (k), has been used to estimate the UCS from the PLS since the 1960s. Many researchers rock types (mafic dikes, granite and limestone) have conclude that this ratio has low effect over

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### Uniaxial compressive strength and point

For most rocks, the conversion factor x ranges from 6 to 37; thus, Broch-Franklin"s conversion factor of 24 falls within this range but is by no means universal. Our simple theoretical formula is then verified by our exper- imental results on granite

### The Uniaxial Compressive Strength of Soft

2018-9-3 · Temperature dependence of uniaxial compressive strength of Hnilec granite: The Uniaxial Compressive Strength of Soft Rock. D. S. Agustawijaya. (50). The results showed that the IS(50) could well be correlated with the UCS. A conversion factor of 14 is proposed for soft rock materials.

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### Conversion of Point Load Test Results to

· The linear regression analysis results which The number of samples tested for each rock type consists conversion factor and correlation and the statistical data regarding the UCS, ITS, coefficient for each rock type are presented in PLA and PLD values are presented in chart 1.

### ParameswarySundaraMFKA2009TOC.pdf ,

2018-8-13 · 2.2 The proposed values for the conversion factor K relating the uniaxial compressive strength (UCS) to the point-load index strength (Is 4.2 Correlation for granite between UCS and Is 50 44 xii LIST OF SYMBOLS Documents Similar To ParameswarySundaraMFKA2009TOC.pdf. Skip carousel. carousel previous carousel

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### Predictive model for uniaxial compressive

On the other hand, the point load test is an indirect test for empirical estimation of the UCS with a specified conversion factor. However, the failure mode of the testing specimen under point load test is tensile failure mode which is different from the UCS test.

### The Influence of Pre-Existing Deformation

2017-12-7 · For example, the PLT to UCS conversion factor can vary from as low as 8 to as high as 30, while the ITS to UCS conversion factor values vary between 2.7 and 50 [43,44]. This implies that the conversion factor is a rock characteristic parameter and not a universal value; therefore, its applicability must be assessed on a case by case basis.

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### APPENDIX 1 University of the Witwatersrand

2016-8-10 · Archean granite (Cawthorn et al., 1985). APPENDIX 2 Abbr Description The onsite factors for UCS conversion for rock types are: Table 1: Site conversion factors for UCS calculation from PLI test (Source: Little, 2006) Rock Type UCS Conversion Factor Norite 23 Feldspathic Pyroxenite 22 Pyroxenite 16 Parapyroxenite 28

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The presence of vesicles within basalt has a direct impact on the unconfined compressive strength (UCS) of the RELATIONSHIPS BETWEEN STRENGTHS AND PHYSICAL between rock strength and electrical properties such as formation factor are compressive strength (UCS) and to propose appropriate Is50 to UCS conversion

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