Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
19 kN/m³) is placed over a 4. A 3-m-thick wide fill (y soil profile consisting of 6 m of plastic clay (y = 16 kN/m³, e, = 1.7, C, = 1.2, ơ,lơo = 1.4, C,IC. of organic silt (y = 16 kN/m³, e, = 1.2, C. = 0.8, o,lơ, = 1.0, C,/C, = 0.1, and Ca/C. = 0.06) over dense sand. The water table is at the surface of the plastic clay. Compute the settlement resulting from: (a) primary consolidation of the plas- tic clay, and (b) consolidation of organic silt after 30 years assuming that primary consolidation is completed in 7 years. %3D 0.15) over 10 m %3D %3D %3D Ans. 153 cm; 112 cm.

19 kN/m³) is placed over a 4. A 3-m-thick wide fill (y soil profile consisting of 6 m of plastic clay (y = 16 kN/m³, e, = 1.7, C, = 1.2, ơ,lơo = 1.4, C,IC. of organic silt (y = 16 kN/m³, e, = 1.2, C. = 0.8, o,lơ, = 1.0, C,/C, = 0.1, and Ca/C. = 0.06) over dense sand. The water table is at the surface of the plastic clay. Compute the settlement resulting from: (a) primary consolidation of the plas- tic clay, and (b) consolidation of organic silt after 30 years assuming that primary consolidation is completed in 7 years. %3D 0.15) over 10 m %3D %3D %3D Ans. 153 cm; 112 cm.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
4. A 3-m-thick wide fill (y soil profile consisting of 6 m of plastic clay (y = 16 kN/m³, 1.7, C. = 1.2, olo 19 kN/m³) is placed over a %3D %3D e, = of organic silt (y 16 kN/m³, e, = 1.0, C,IC. = 0.1, and Ca/C. water table is at the surface of the plastic clay. Compute the settlement resulting from: (a) primary consolidation of the plas- tic clay, and (b) consolidation of organic silt after 30 years assuming that primary consolidation is completed in 7 years. 1.4, C,/C. = 0.15) over 10 m 1.2, C. = 0.8, ol 0.06) over dense sand. The %3D %3D %3D Ans. 153 cm; 112 cm.
Transcribed Image Text:4. A 3-m-thick wide fill (y soil profile consisting of 6 m of plastic clay (y = 16 kN/m³, 1.7, C. = 1.2, olo 19 kN/m³) is placed over a %3D %3D e, = of organic silt (y 16 kN/m³, e, = 1.0, C,IC. = 0.1, and Ca/C. water table is at the surface of the plastic clay. Compute the settlement resulting from: (a) primary consolidation of the plas- tic clay, and (b) consolidation of organic silt after 30 years assuming that primary consolidation is completed in 7 years. 1.4, C,/C. = 0.15) over 10 m 1.2, C. = 0.8, ol 0.06) over dense sand. The %3D %3D %3D Ans. 153 cm; 112 cm.
Expert Solution
steps

Step by step

Solved in 3 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Measuring sitework, excavation and piling
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.
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS