Lower-bound analysis method of ultimate toppling failure bearing capacity of jointed rock slope under action of seismic force
A technology of jointed rock and bearing capacity, applied in the direction of electrical digital data processing, special data processing applications, instruments, etc., can solve the problems of critical limit states that are difficult to capture, limit the application of numerical calculation methods, and shear slip damage
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[0115] Example 1 uses formula (19) to solve the strength reserve coefficient of an anti-dipping layered jointed rock slope containing 15 rock blocks.
[0116] (1) To formulate calculation parameters for jointed rock slopes.
[0117] Figure 9 It is a schematic diagram of the geometry of the jointed rock slope in Example 1. The height of this rock slope is 28.01m, and the slope angle is 70°. There are two groups of joints in the slope: J1 is a group of joints composed of 14 parallel joint surfaces, the joint inclination angle is 68°, and the distance between parallel joint surfaces is 5m; J2 is a single joint, and the joint inclination angle is 22°. J1 is perpendicular to J2. After the slope is cut by two groups of joints, a total of 15 rock blocks and 29 joint surfaces are formed. The physical and mechanical parameters of slope materials are shown in Table 1. The purpose of this embodiment is to solve the strength reserve coefficient and the corresponding failure mode of t...
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