2017DEStech Transactions on Engineering and Technology ResearchOpen access

Estimation and Engineering Application of Jointed Rock Mass Strength

Jun Du

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Abstract

It is an important significance that reasonable value of strength parameters of jointed rock mass for slope design and stability evaluation. On the basis of the deformation and strength of the rock block and survey of rock mass structure, strength of jointed rock masses is estimated by Hoek-Brown strength criterion. It is used to analysis excavation process of an open pit mine slope. The result show that strength parameters of slope rock mass determined by the Hoek-Brown empirical criterion takes rock structure, rock fragment strength, stress state into consideration, what reflects the nonlinear characteristics of the rock mass destruction effectively, and accord with jointed rock slope deformation and failure characteristics. It has important reference value to the actual project.

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What this paper is about

It is an important significance that reasonable value of strength parameters of jointed rock mass for slope design and stability evaluation. On the basis of the deformation and strength of the rock block and survey of rock mass structure, strength of jointed rock masses is estimated by Hoek-Brown strength criterion. It is used to analysis excavation process of an open pit mine slope. The result show that strength parameters of slope rock mass determined by the Hoek-Brown empirical criterion takes rock structure, rock fragment strength, stress state into consideration, what reflects the nonlinear characteristics of the rock mass destruction effectively, and accord with jointed rock slope deformation and failure characteristics. It has important reference value to the actual project.

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Available abstract

It is an important significance that reasonable value of strength parameters of jointed rock mass for slope design and stability evaluation. On the basis of the deformation and strength of the rock block and survey of rock mass structure, strength of jointed rock masses is estimated by Hoek-Brown strength criterion. It is used to analysis excavation process of an open pit mine slope. The result show that strength parameters of slope rock mass determined by the Hoek-Brown empirical criterion takes rock structure, rock fragment strength, stress state into consideration, what reflects the nonlinear characteristics of the rock mass destruction effectively, and accord with jointed rock slope deformation and failure characteristics. It has important reference value to the actual project.

Key concepts: Geological Strength Index, Hoek–Brown failure criterion, Rock mass classification, Geotechnical engineering, Geology, Deformation (meteorology), Excavation, Rock mass rating

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