Given the excavation as shown in Example 7.13, with h = 18 m and = 1915
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Given the excavation as shown in Example 7.13, with h = 18 m and ρ = 1915 kg/m3. Calculate the minimum allowable Hs.?
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Related Book For 
An Introduction to Geotechnical Engineering
ISBN: 978-0132496346
2nd edition
Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan
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