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For the given failure surface, determine whether the slope detailed in Figure 12.23 is stable in terms of total stress to EC7 DAla. The unit weight for both soils is 19 kN / m^3. The characteristic undrained strength (cu) is 20 kPa for soil 1 and 45 kPa for soil 2 . How would the answer change if allowance is made for the development of a tension crack? | Numerade
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