ALL of the Fullewing A. Given: Three specioen of mhe ame soll was Tully consolidated and undrained Triasiat test wan carried on each specimen as shown teclow Cll Pressure (KPa) 150 300 Deviator Stress kPa) Pore Water pressure OPa) 82 169 252 a University 103 202 450 305 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.o O,- 150kPa Required: Values of (C & 0) data: C.Given: From shear strength formula (S-C+o tan 0) It 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. 9.5 4.75 2.00 0.075 0.06 0.002 LL PL Sieve opening (mm) 52 70 98. 100 NP NP % accumulative retained 40 96
ALL of the Fullewing A. Given: Three specioen of mhe ame soll was Tully consolidated and undrained Triasiat test wan carried on each specimen as shown teclow Cll Pressure (KPa) 150 300 Deviator Stress kPa) Pore Water pressure OPa) 82 169 252 a University 103 202 450 305 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.o O,- 150kPa Required: Values of (C & 0) data: C.Given: From shear strength formula (S-C+o tan 0) It 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. 9.5 4.75 2.00 0.075 0.06 0.002 LL PL Sieve opening (mm) 52 70 98. 100 NP NP % accumulative retained 40 96
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5339d686-4a75-4835-b78b-bcffff8752f0%2F5b343ea2-5f0b-4b9d-82b8-16d50512790e%2Fmy94n_processed.jpeg&w=3840&q=75)
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
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 2 steps with 2 images
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Fundamentals of Structural Analysis](https://www.bartleby.com/isbn_cover_images/9780073398006/9780073398006_smallCoverImage.gif)
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
![Sustainable Energy](https://www.bartleby.com/isbn_cover_images/9781337551663/9781337551663_smallCoverImage.gif)
![Traffic and Highway Engineering](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning