EVALUATION OF ENGINEERING GEOLOGY AND GEOMECHANIC PARAMETERS ON ADMISSIBLE ADVANCEMENT STEP IN TUNNEL

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.

TALKHABLOU M.; FATEMI AGHDA S.M.; MOTAMEDI M.

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

Journal Paper

Paper Information

Journal: ENGINEERING GEOLOGY Year:2016 | Volume:8 | Issue:3-4 Page(s): 47-64

Download Full-Text

Persian Verion

View:

724

Download:

Cites:

Information Journal Paper

Title

EVALUATION OF ENGINEERING GEOLOGY AND GEOMECHANIC PARAMETERS ON ADMISSIBLE ADVANCEMENT STEP IN TUNNEL

Author(s)

TALKHABLOU M. | FATEMI AGHDA S.M. | MOTAMEDI M. | Issue Writer Certificate

Keywords

GEOMECHANICS PARAMETERSQ1

PUMPED STORAGE RESERVOIRQ2

AZAD DAMQ2

IRMRQ2

GSIQ2

Abstract

Pumped storage reservoirs are one of the newest systems in saving electricity. According to importance of convey water for placed the turbine and knowing that, almost of instability of underground area is for ignorance in some engineering geology parameters, we have decided to investigate this parameters. In this research we have been studied the engineering geology parameters along tunnel, changing in some of these parameters are shown in Rockwork 2008. After all with the new classification called IRMR the engineering geology parameters of rock mass have been studied, compare the result with classic classification, RMR and GSI shown that the outlet and entrance of tunnel are under bad situation. At the next, studied of joint for recognized the wedge base on finite element method have been investigate. Eventually with emphasis on rock bursting, squeezing and geomechanic studied the admissible advancement step for two section of tunnel base on FLAC 3D have been carried out. Using such studied make safety in services and reduce the spent-time.

Cites

No record.

References

No record.

Cite

APA: Copy

TALKHABLOU, M., FATEMI AGHDA, S.M., & MOTAMEDI, M.. (2016). EVALUATION OF ENGINEERING GEOLOGY AND GEOMECHANIC PARAMETERS ON ADMISSIBLE ADVANCEMENT STEP IN TUNNEL. ENGINEERING GEOLOGY, 8(3-4), 47-64. SID. https://sid.ir/paper/137652/en

Vancouver: Copy

TALKHABLOU M., FATEMI AGHDA S.M., MOTAMEDI M.. EVALUATION OF ENGINEERING GEOLOGY AND GEOMECHANIC PARAMETERS ON ADMISSIBLE ADVANCEMENT STEP IN TUNNEL. ENGINEERING GEOLOGY[Internet]. 2016;8(3-4):47-64. Available from: https://sid.ir/paper/137652/en

IEEE: Copy

M. TALKHABLOU, S.M. FATEMI AGHDA, and M. MOTAMEDI, “EVALUATION OF ENGINEERING GEOLOGY AND GEOMECHANIC PARAMETERS ON ADMISSIBLE ADVANCEMENT STEP IN TUNNEL,” ENGINEERING GEOLOGY, vol. 8, no. 3-4, pp. 47–64, 2016, [Online]. Available: https://sid.ir/paper/137652/en

Related Journal Papers