The depth at which the tension is zero for cohesive soils with retaining wall in terms Kₐ is _____ Options: A . &nbsp\(z_0=\frac{2cK_a}{γ} \) B . &nbsp\(z_0=\frac{2c}{γ} \frac{1}{√K_a } \) C . &nbsp\(z_0=\frac{2cK_a}{γ} \) D . &nbsp\(z_0=\frac{2c}{γ}(\frac{1}{K_a}) \)

The depth at which the tension is zero for cohesive soils with retaining wall in

Question - The depth at which the tension is zero for cohesive soils with retaining wall in terms Kₐ is _____

Options:

A . \(z_0=\frac{2cK_a}{γ} \)

B . \(z_0=\frac{2c}{γ} \frac{1}{√K_a } \)

C . \(z_0=\frac{2cK_a}{γ} \)

D . \(z_0=\frac{2c}{γ}(\frac{1}{K_a}) \)

Answer: Option B
Answer: (b).\(z_0=\frac{2c}{γ} \frac{1}{√K_a } \)

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