MAer ALL of the Fullig A. Given Three specioen of the ame soil was fully consolidated and undrained Triasial test wan carried on ench specimen as shown below Cell Pressure (KPa) 150 300 450 Pore Water pressure (kPa) 82 169 252 Deviator Stress (kPa) 103 202 el ju an sra Unive 305 Required:the soil parameters due to total and effective stress. 11, Given: Undrained Trixial test on saturated pure clayey layer with the following • (0, / as) max = 4.0 data: O,- 150kPa Required: Values of (C & 0) C.Given: From shear strength formula (S-C+ a tan 0) lt is found that this equation will be (S- 50 + o tan 30" when shearing a clayey sample at cell
MAer ALL of the Fullig A. Given Three specioen of the ame soil was fully consolidated and undrained Triasial test wan carried on ench specimen as shown below Cell Pressure (KPa) 150 300 450 Pore Water pressure (kPa) 82 169 252 Deviator Stress (kPa) 103 202 el ju an sra Unive 305 Required:the soil parameters due to total and effective stress. 11, Given: Undrained Trixial test on saturated pure clayey layer with the following • (0, / as) max = 4.0 data: O,- 150kPa Required: Values of (C & 0) C.Given: From shear strength formula (S-C+ a tan 0) lt is found that this equation will be (S- 50 + o tan 30" when shearing a clayey sample at cell
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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