THE NEW EMPIRICAL FORMULA TO ESTIMATE THE UNIAXIAL COMPRESSIVE STRENGTH OF LIMESTONE; NORTH OF SAVEH A CASE STUDY

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

RAJABI ALI M.; HOSSEINI ALIREZA; HEIDARI ALIREZA

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF ENGINEERING GEOLOGY Year:2017 | Volume:11 | Issue:3 Page(s): 159-180

Download Full-Text

Persian Verion

View:

1,255

Download:

352

Cites:

Information Journal Paper

Title

THE NEW EMPIRICAL FORMULA TO ESTIMATE THE UNIAXIAL COMPRESSIVE STRENGTH OF LIMESTONE; NORTH OF SAVEH A CASE STUDY

Author(s)

RAJABI ALI M. | HOSSEINI ALIREZA | HEIDARI ALIREZA | Issue Writer Certificate

Keywords

UNIAXIAL COMPRESSIVE STRENGTHQ1

POINT LOADQ1

SCHMIDT HAMMERQ2

SHEAR WAVE VELOCITYQ2

LIMESTONEQ2

CORRELATIONQ2

Abstract

UNIAXIAL COMPRESSIVE STRENGTH is one of the most important features to describe the resistive behavior of rocks which is used as an important parameter in the design of structures especially underground openings. The determination of this parameter using direct methods such as ordinary UNIAXIAL COMPRESSIVE STRENGTH tests is costly and time consuming, and also sometimes preparation of standard samples in many rocks is difficult. In such cases, the implementation of the simple non-destructive tests and using empirical relations can increase the evaluation speed and reduce costs. These relations even regional or local (for example within a geological formation or a single lithology) can help in the estimation of these parameters in order to be used in geotechnical projects. In this study, samples of existing LIMESTONEs in north of Saveh were prepared and UNIAXIAL COMPRESSIVE STRENGTH, POINT LOAD, SCHMIDT HAMMER and SHEAR WAVE VELOCITY tests have been performed. Then, by the statistical evaluations of the results, the empirical relations between UNIAXIAL COMPRESSIVE STRENGTH and the results of other tests have been obtained. Finally, to evaluate derived relations, they have been compared with the same relations.The comparison between the predicted and observed values of UNIAXIAL COMPRESSIVE STRENGTH represents the validity of obtained empirical relations. The application of the proposed relations for LIMESTONEs in the study area and those with similar geological conditions will provide acceptable results.

Cites

No record.

References

No record.

Cite

APA: Copy

RAJABI, ALI M., HOSSEINI, ALIREZA, & HEIDARI, ALIREZA. (2017). THE NEW EMPIRICAL FORMULA TO ESTIMATE THE UNIAXIAL COMPRESSIVE STRENGTH OF LIMESTONE; NORTH OF SAVEH A CASE STUDY. JOURNAL OF ENGINEERING GEOLOGY, 11(3 ), 159-180. SID. https://sid.ir/paper/186306/en

Vancouver: Copy

RAJABI ALI M., HOSSEINI ALIREZA, HEIDARI ALIREZA. THE NEW EMPIRICAL FORMULA TO ESTIMATE THE UNIAXIAL COMPRESSIVE STRENGTH OF LIMESTONE; NORTH OF SAVEH A CASE STUDY. JOURNAL OF ENGINEERING GEOLOGY[Internet]. 2017;11(3 ):159-180. Available from: https://sid.ir/paper/186306/en

IEEE: Copy

ALI M. RAJABI, ALIREZA HOSSEINI, and ALIREZA HEIDARI, “THE NEW EMPIRICAL FORMULA TO ESTIMATE THE UNIAXIAL COMPRESSIVE STRENGTH OF LIMESTONE; NORTH OF SAVEH A CASE STUDY,” JOURNAL OF ENGINEERING GEOLOGY, vol. 11, no. 3 , pp. 159–180, 2017, [Online]. Available: https://sid.ir/paper/186306/en

Related Journal Papers