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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

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Natural Soil Deposits And Subsoil Exploration
Section: Chapter Questions
Problem 3.19P
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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. Pruperlies of Cohesive Suils Very Soft Compactness Soft Medium Stiff Very Stiff Hard Unconfined 50 to 100 to 0 to 25 200 400 Compression Strength (kPa) Standard Penetration Resistance, N blows per 305 mm Unit weight (kN/m³) moist condition 25.50 100 200 O to 2 2 to 4 4 to 8 8 to 16 16 to 32 17.3 to 15.7 to 18.8 18.8 to 22 > 20.4 20.4
Transcribed Image Text: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. Pruperlies of Cohesive Suils Very Soft Compactness Soft Medium Stiff Very Stiff Hard Unconfined 50 to 100 to 0 to 25 200 400 Compression Strength (kPa) Standard Penetration Resistance, N blows per 305 mm Unit weight (kN/m³) moist condition 25.50 100 200 O to 2 2 to 4 4 to 8 8 to 16 16 to 32 17.3 to 15.7 to 18.8 18.8 to 22 > 20.4 20.4
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