A soil profile is shown in Figure 1. Determine the total consolidation settlement of the clay layer 7 years after the completion of primary consolidation settlement. (Take necessary data from Figure 2 and Figure 3. (Note: Time for completion of primary settlement is 2.5 years) Also, determine the time to complete 60% consolidation of this type of soil; if the coefficient of consolidation is 0.053 m²/yr. Ag= Last two digits of Roll/Registration No. (kN/m²) 6 ft Ya= 15.1 kN/m³ Ya= 14.2 kN/m O = 12% Degree of Saturation, S = 75% G, = 2.68 8 ft 13 ft Ysat= 19.7 kN/m³ Sand Clay Figure 1: Soil Profile
A soil profile is shown in Figure 1. Determine the total consolidation settlement of the clay layer 7 years after the completion of primary consolidation settlement. (Take necessary data from Figure 2 and Figure 3. (Note: Time for completion of primary settlement is 2.5 years) Also, determine the time to complete 60% consolidation of this type of soil; if the coefficient of consolidation is 0.053 m²/yr. Ag= Last two digits of Roll/Registration No. (kN/m²) 6 ft Ya= 15.1 kN/m³ Ya= 14.2 kN/m O = 12% Degree of Saturation, S = 75% G, = 2.68 8 ft 13 ft Ysat= 19.7 kN/m³ Sand Clay Figure 1: Soil Profile
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Last Two Digit of Roll = 15

Transcribed Image Text:1. A soil profile is shown in Figure 1. Determine the total consolidation settlement of the clay layer 7
years after the completion of primary consolidation settlement. (Take necessary data from Figure 2
and Figure 3. (Note: Time for completion of primary settlement is 2.5 years)
Also, determine the time to complete 60% consolidation of this type of soil; if the coefficient of
consolidation is 0.053 m²/yr.
Ag = Last two digits of Roll/Registration No. (kN/m²)
6 ft
Ya= 15.1 kN/m³
Ya= 14.2 kN/m?
0 = 12%
Degree of Saturation, S = 75%
G, = 2.68
8 ft
13 ft
Ysat= 19.7 kN/m³
Sand
Clay
Figure 1: Soil Profile

Transcribed Image Text:0.94
e-log o Curve
0.89
0.84
0.79
0.74
0.69
0.64
0.59
0.54
1
10
100
Pressure, kPa
1000
10000
Figure 2: Void Ratio vs. Pressure Graph
0.95
0.9
0.85
0.8
0.75
0.7
0.65
0.6
0.55
0.5
0.1
10
100
1000
10000
Time
Figure 3: Void Ratio vs. Time Graph
Void Ratio
Void Ratio
Expert Solution

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 1 images

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 (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON

Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning


Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON

Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning

Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education


Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning