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| Figure 1. | Critical Circle for High Phreatic Surface, Church Rock Tailings Dam. |
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| CROSS-SECTION THROUGH CENTERLINE OF BREACH | ||
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| Figure 2. | Actual Failure Surface after Breach (after Sergent, Hauskins and Beckwith) |
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| Figure 1. | Critical Circle for High Phreatic Surface, Church Rock Tailings Dam. |
|
| CROSS-SECTION THROUGH CENTERLINE OF BREACH | ||
| ||
| Figure 2. | Actual Failure Surface after Breach (after Sergent, Hauskins and Beckwith) |
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