LABORTORY STUDIES OF TRIAXIAL CREEP BEHAVIOR ON THICK-WALLED HOLLOW CYLINDRICAL SALT ROCK SPECIMENS

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.

RAHIMI S.; HOSSEINI M.

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

Journal Paper

Paper Information

Journal: ENGINEERING GEOLOGY Year:2014 | Volume:7 | Issue:1-2 Page(s): 71-82

Download Full-Text

Persian Verion

View:

944

Download:

Cites:

Information Journal Paper

Title

LABORTORY STUDIES OF TRIAXIAL CREEP BEHAVIOR ON THICK-WALLED HOLLOW CYLINDRICAL SALT ROCK SPECIMENS

Author(s)

RAHIMI S. | HOSSEINI M. | Issue Writer Certificate

Keywords

ROCK SALTQ2

CREEPQ2

CONFINING PRESSUREQ2

DEVIATORIC STRESSQ2

LATERAL STRAINQ2

HOLLOW CYLINDERQ2

Abstract

ROCK SALT belongs to the group of inorganic chemical sedimentary rocks, which is mainly composed of halite. Salt domes are considered as one of the most important oil traps. Drilling in the salt regions is associated with many problems. Challenging problems in drilling include trapping of the drill pipe string and reducing diameter of the wellbore. Convergence of wellbore’s wall in ROCK SALTs is mainly attributable to CREEP phenomenon. CREEP is a time dependent phenomenon that occurs under constant stress. In this research, the effect of CONFINING PRESSURE, deviator stress, and strain rate on CREEP behavior of ROCK SALT was studied. Furthermore, a mathematical equation was developed to estimate the strain rate in various stress fields. The results revealed that strain rate increases by increasing the DEVIATORIC STRESS and CONFINING PRESSURE.

Cites

No record.

References

No record.

Cite

APA: Copy

RAHIMI, S., & HOSSEINI, M.. (2014). LABORTORY STUDIES OF TRIAXIAL CREEP BEHAVIOR ON THICK-WALLED HOLLOW CYLINDRICAL SALT ROCK SPECIMENS. ENGINEERING GEOLOGY, 7(1-2), 71-82. SID. https://sid.ir/paper/137659/en

Vancouver: Copy

RAHIMI S., HOSSEINI M.. LABORTORY STUDIES OF TRIAXIAL CREEP BEHAVIOR ON THICK-WALLED HOLLOW CYLINDRICAL SALT ROCK SPECIMENS. ENGINEERING GEOLOGY[Internet]. 2014;7(1-2):71-82. Available from: https://sid.ir/paper/137659/en

IEEE: Copy

S. RAHIMI, and M. HOSSEINI, “LABORTORY STUDIES OF TRIAXIAL CREEP BEHAVIOR ON THICK-WALLED HOLLOW CYLINDRICAL SALT ROCK SPECIMENS,” ENGINEERING GEOLOGY, vol. 7, no. 1-2, pp. 71–82, 2014, [Online]. Available: https://sid.ir/paper/137659/en

Related Journal Papers