Which the appropriate Rock masses classification system for study of Slope instabilities?

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Tingchang Yin

Dear Ahmed Mohamed

Qslop and SMR (slop mass rating) may be appropriate.

Sincerely.

TC Yin

Bekir Salih Firincioglu

Dear Ahmed,

You will find your answer in "Rock slope stability assessment through rock mass classification systems" by Lysandros Pantelidis.

Regards,

Bekir

Atul Kohli

There are many emperical rock mass classification systems. For basic rock slope stability analysis of rock cut slopes along a hill area road, Slope Mass Rating (SMR), Geological Strength Index (GSI) etc. can be used. Before using or deciding the classification system to be used, it is expected to take a few field traverses.

"Engineering Rock Mass Classification: Tunnelling, Foundations and Landslides" (By Goel, R.K. and Singh, B.) [BH/ Elsevier] can be a helpful text book.

Regards

A. Kohli

Mehmet Mesutoğlu

In my opinion, If you do not have the opportunity to drill and take rock sample in the your work field, I think GSI will be the most appropriate classification system for you.