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11. Given: Undrained Trixial test on saturated pure clayey layer with the following data: O,- 150kPa (0, / a,) max = 4.0 Required: Values of (C & 0) is egua

11. Given: Undrained Trixial test on saturated pure clayey layer with the following data: O,- 150kPa (0, / a,) max = 4.0 Required: Values of (C & 0) is egua

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Geotechnical , Civil engineering , please solve question 2 (part B, pointed with blue color)

ALL of the Fullwing A. Given Three specinen of he ame soil was fully consolidated and undrained Triasiat test wan carried on each specimen as shown teclow Cell Pressure (KPa) 150 300 Deviator Stress kPa) 103 202 Pore Water pressure OPa) 82 eluul anals a University 169 450 305 252 Required:the soil parameters due to total and effective stress. 1, Given: Undrained Trixial test on saturated pure clayey layer with the following (o, / as) max = 4.0 data: O,- 150kPa Required: Values of (C & 0) C.Given: From shear strength formula (S-C+o tan 0) lt is found that this equation will be (S- 50 + o tan 30 when shearing a clayey sample at cell pressure(os=50kPa) Required: a- the value of deviator stress b- the value of cohesion( C) if ( =35°)due to effective stress and pore water pressure (U) = 20kPa D.Classify soil according to USCS&MIT. Sieve opening (mm) 9.5 4.75 2.00 0.075 0.06 0.002 LL PL 70 96 98. 100 NP NP % accumulative retained 40 52
Transcribed Image Text:ALL of the Fullwing A. Given Three specinen of he ame soil was fully consolidated and undrained Triasiat test wan carried on each specimen as shown teclow Cell Pressure (KPa) 150 300 Deviator Stress kPa) 103 202 Pore Water pressure OPa) 82 eluul anals a University 169 450 305 252 Required:the soil parameters due to total and effective stress. 1, Given: Undrained Trixial test on saturated pure clayey layer with the following (o, / as) max = 4.0 data: O,- 150kPa Required: Values of (C & 0) C.Given: From shear strength formula (S-C+o tan 0) lt is found that this equation will be (S- 50 + o tan 30 when shearing a clayey sample at cell pressure(os=50kPa) Required: a- the value of deviator stress b- the value of cohesion( C) if ( =35°)due to effective stress and pore water pressure (U) = 20kPa D.Classify soil according to USCS&MIT. Sieve opening (mm) 9.5 4.75 2.00 0.075 0.06 0.002 LL PL 70 96 98. 100 NP NP % accumulative retained 40 52
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