A blow count N = 5 was obtained at a certain depth of a clayey soil deposit. From the given table estimate the unconfined compression strength of the clay deposit. Piuperlies of Culhesive Suils Very Soft Compactness Soft Medium Stiff Very Stiff Hard Unconfined Compression Strength (kPa) Standard Penetration Resistance, N blows per 305 mm 50 to 100 to O to 25 25.50 200 400 100 200 0 to 2 2 to 4 4 to 8 8 to 16 16 to 32 Unit weight (kN/m³) moist condition 17.3 to 15.7 to 18.8 18.8 to 22 > 20.4 20.4
A blow count N = 5 was obtained at a certain depth of a clayey soil deposit. From the given table estimate the unconfined compression strength of the clay deposit. Piuperlies of Culhesive Suils Very Soft Compactness Soft Medium Stiff Very Stiff Hard Unconfined Compression Strength (kPa) Standard Penetration Resistance, N blows per 305 mm 50 to 100 to O to 25 25.50 200 400 100 200 0 to 2 2 to 4 4 to 8 8 to 16 16 to 32 Unit weight (kN/m³) moist condition 17.3 to 15.7 to 18.8 18.8 to 22 > 20.4 20.4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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