Sentence examples for behavior of jointed rock from inspiring English sources

By PFC (Particle Flow Code) modeling, this paper aims at understanding the damage mechanism of the multi-peak deformation behavior of jointed rock mass with different joint orientations and continuity factors under uniaxial compression observed in the physical model tests.

In addition, in order to model the behavior of jointed rock masses, their strength and deformability should be expressed as a function of joint orientation, joint size, and joint frequency.

This paper describes synthetic rock mass (SRM) modeling, a new approach for simulating the mechanical behavior of jointed rock mass.

The analysis was performed using an anisotropic nonlinear damage model in strain space to describe the behavior of jointed rock.

Therefore, it is necessary to use simple techniques such as equivalent continuum method which can capture reasonably the behavior of jointed rock mass.

Engineering behaviour of jointed rocks is substantially incompetent as compared to intact rocks due to the presence of joints.

As the joint strength play a vital role in the stability of jointed rock mass, this paper makes an attempt to implement the Barton-Bandis rock joint model into the DDA code to replace the original Mohr-Coulomb joint model.

For evaluation, the new field of rock mechanics is concentrating on measuring geostress and rock-mass properties, failure mechanics of jointed rock, and analytical methods for applying results to design of underground openings.

Based on the localization mechanism of jointed rock masses, damage localization in jointed rock masses can be treated in terms of discontinuous bifurcation.

The failure mode of jointed rock specimens is mainly shear failure.

The drawn conclusions provide meaningful reference for the analysis of landslide of jointed rock slope.