Figure 1 | Scientific Reports

Figure 1

From: Case study on long-term deformation monitoring and numerical simulation of layered rock slopes on both sides of Wudongde dam reservoir area

Figure 1

Typical engineering geological section of the left side slope. 1: collapse accumulation 2: gray to light gray thick gray dolomite of the Dengue Formation; 3: gray thin-layered dolomite sandwich and ultra-thin shale of the Guanyin Rock Formation; 4: gray thin-layered dolomite (specifically, the strata of the Falling Snow Formation downstream of the Huashangou Fault on the left bank); 5: gray rock with thin lime layer 6: gabbro 7: original topography 8: bedrock surface 9: lithologic boundary 10: faults and number; 11. Lower limit of artificial side slope slack zone 12: Groundwater table line 13: Design excavation line.

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