Slope mass rating
Slope mass rating (SMR) is a rock mass classification scheme developed by Manuel Romana to describe the strength of an individual rock outcrop or slope. The system is founded upon the more widely used RMR scheme, which is modified with quantitative guidelines to the rate the influence of adverse joint orientations (e.g. joints dipping steeply out of the slope). Definition. Rock mass classification schemes are designed to account for a number of factors influencing the strength and deformability of a rock mass (e.g. joint orientations, fracture density, intact strength), and may be used to quantify the competence  of an outcrop or particular geologic material. Scores typically range from 0 to 100, with 100 being the most competent rock mass. The term "rock mass" incorporates the influence of both intact material and discontinuities on the overall strength and behavior of a discontinuous rock medium. While it is relatively straightforward to test the mechanical properties of either intact rock or joints individually, describing their interaction is difficult and several empirical rating schemes (such as RMR and SMR) are available for this purpose. SMR index calculation. SMR uses the same first five scoring categories as RMR: The final sixth category  is a rating adjustment or penalization for adverse joint orientations, which is particularly important for evaluating the competence of a rock slope. SMR provides quantitative guidelines to evaluate this rating penalization in the form of four sub-categories, three that describe the relative rock slope and joint set geometries and a fourth which accounts for the method of slope excavation. SMR addresses both planar sliding and toppling failure modes, no additional consideration was made originally for sliding on multiple joint planes. However, Anbalagan et al. adapted the original classification for wedge failure mode. The final SMR rating is obtained by  means of next expression: formula_1 where: Although SMR is worldwide used, sometimes some misinterpretations and imprecisions are made when applied. Most of the observed inaccuracies are related to the calculation of the ancillary angular relationships between dips and dip directions of the discontinuities and the slope required to determine F, F and F factors. A comprehensive definition of these angular relationships can be found in. SMR index modifications. Tomás et al. proposed alternative continuous functions for the computation of F, F and F correction parameters. These functions show maximum absolute differences with discrete functions lower than 7 points and significantly  reduce subjective interpretations. Moreover, the proposed functions for SMR correction factors calculus reduce doubts about what score to assign to values near the border of the discrete classification. The proposed F continuous function that best fits discrete values is: formula_2 where parameter A is the angle formed between the discontinuity and the slope strikes for planar and toppling failures modes and the angle formed between the intersection of the two discontinuities (the plunge direction) and the dip direction of the slope for wedge failure. Arctangent function is expressed in degrees. formula_3 where parameter B is the discontinuity dip in degrees  for planar failure and the plunge of the intersection for wedge failure. Note that the arctangent function is also expressed in degrees. formula_4 where C depends on the relationship between slope and discontinuity dips (toppling or planar failure cases) or the slope dip and the immersion line dip for wedge failure case. Arctangent functions are expressed in degrees. Alternatively, Tomás et al. also proposed a graphical method based on the stereographic representation of the discontinuities and the slope to obtain correction parameters of the SMR (F, F and F). This method allows the SMR correction factors to be easily obtained  for a simple slope or for several practical applications as linear infrastructures slopes, open pit mining or trench excavations. A four-dimensional visual analysis of SMR geomechanical classification, performed by Tomás et al. by means of the Worlds within Worlds methodology to explore, analyze and visualize the relationship among the main controlling parameters of this geomechanical classification, revealed that several cases exist where the slope-discontinuity geometrical relationship scarcely affects slope stability (i.e. F×F×F≃0), and as a consequence SMR can be computed by correcting basic RMR only with the F factor using next equation with a maximum error lower than  nine points: formula_5 These cases in which the influence of the geometry of the slope and the discontinuities is negligible (i.e. F×F×F≃0) are: a) For planar failure b) For wedge failure Where β is the angle of the slope, β is the discontinuity dip, β is the plunge of the intersection line between two discontinuities and A is the parallelism between the discontinuity (or intersection line for wedges) and slope dip directions. Other approaches have been proposed to adapt SMR to different situations as high slopes, flysch formations or even heterogeneous materials. Application of the SMR index. SMR index can  be calculated through the open source software SMRTool, which permits to compute SMR from the geomechanical data of the rock mass and the orientation of the slope and the discontinuities. This software was used to calculate the SMR index using 3D point clouds. Some authors have proposed different methodologies to map the failure susceptibility in rock slopes by computing the SMR index using a Geographical Information System (GIS).