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                ROCK3D is a program for
                stability analysis of removable blocks on planar rock slopes. It
                identifies and analyses all the blocks that have formed under
                each kinematic mode. Once the geometry of the rock blocks has
                been identified, the bolt forces necessary to reach a required
                safety factor are calculated.
                  
                 The
                structural geology data collection is carried out through the
                introduction of the joint orientations and the co-ordinates of
                the end points of the joint traces that are visible on the slope
                surface. 
                 
                The rock slope orientation and the rock mass parameters are also
                necessary for the evaluation of the safety factors and for the
                design of the rock bolts. 
                The analysis of the discontinuities is performed through
                hierarchical and non-hierarchical clustering procedures, that
                allow one to identify the joint sets. The kinematic modes that
                could give rise to the formation of removable blocks are
                determined using the Goodman and Shi "Key Block Theory". 
                 
                 The
                program calculates the maximum closed contours that result from
                the intersection of the joint traces, which follow a given
                kinematic mode. The procedure should be repeated for each
                kinematic mode to identify the worst safety conditions. 
                 
                The program then calculates the shape of the complex blocks that
                can be obtained as a union of all the elementary polyhedra that
                are compatible with the selected kinematic mode, and which are
                contained within the closed contours identified in the previous
                stage. 
                The volume and surfaces of each block are then calculated. 
                The computation ends with
                the determination of the rock block safety factors and of the
                rock bolt forces that are necessary to obtain the required
                stability conditions. 
                 
                As an option, the program
                can generate a random distribution of the joints on the rock
                slope face, to formulate hypotheses on the behaviour of the
                slope after a subsequent stage of excavation. 
                 
                 The
                output is made up of the projection on equal-angle stereonets of
                the joint sets, the plot of the joint traces on the slope face,
                the polar stereographic projection used in the "Key Block
                Theory" and the perspective projection of the rock blocks. 
                It is also possible to
                produce a left and a right view of the blocks, which can be seen
                in three dimensions with a common stereoscope. 
                Listings that include the input data and the results of the
                various calculations can also be generated. 
                 
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