A general analytical solution is presented for the limit equilibrium of block toppling failure in rock slopes. The method follows the well-known solution of Goodman and Bray, but with infinitesimal thickness of blocks. This leads to a set of ordinary differential equations that can be integrated ...
4 shows the moment-rotation curves for three identical specimens. It is clearly evident from these charts that the three identical test specimens in the same group exhibit consistent moment-rotation behavior. In general, the baseplate upright connections with eccentric anchor bolts, such as the case...
For Equations (29)–(39), it is assumed that the modeled vessel is equipped with 4 anchor winches–2 located at the bow of the ship and 2 at the stern. The following designations for the anchor winches are assumed: LB—left bow anchor winch; RB—right bow anchor winch; LS—left ...