A vertical cut is to be made in saturated clay with \( C = 15 \) kN/m\(^2\), \( \varphi = 0 \), and \( \gamma = 20 \) kN/m\(^3\). What is the theoretical depth to which the clay can be excavated without side collapse?
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- The critical height (\( H_c \)) determines the maximum depth that can be excavated without requiring side support.
- If excavation exceeds \( H_c \), the clay may collapse due to shear failure.