Large-Scale Construction Waste Mountain-Mounding Technology Based on the Project in Meibei Lake Scenic Area

Figure 14

Slip resistance stability calculation results. (a) Normal working condition of profile 3-3: Bishop method of anti-slip stability calculation slip arc position (normal sliding to the left). (b) Normal working condition of profile 3-3: Bishop method slip stability calculation slip arc position (normal sliding to the right). (c) Normal working condition of profile 3-3: Swedish method of anti-slip stability calculation slip arc position (normal sliding to the left). (d) Normal working condition of profile 3-3: Swedish method of anti-slip stability calculation slip arc position (normal sliding to the right). (e) Seismic condition of profile 3-3: Bishop method slip stability calculation slip arc position (normal sliding to the left). (f) Seismic condition of profile 3-3: Bishop method slip stability calculation slip arc position (normal sliding to the right). (g) Seismic condition of profile 3-3: Swedish method of anti-slip stability calculation slip arc position (normal sliding to the left). (h) Seismic condition of profile 3-3: Swedish method of anti-slip stability calculation slip arc position (normal sliding to the right).

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