Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Q4 Two identical rigid foundations are given. Calculate the differential settlement ratio (8/L) after 100 days and long term after construction of the foundations. Hint: Average total final settlement of a rigid footing due to a clay layer can be found based on the following equation: Sy 0.75 m, H Ao P 600 kN P = 600 kN 15 m Foundation A 1.5 m x 1.5 m Foundation B 1.5 mx 1.5 m 0.8 m 0.8 m Sand 2 m T=18 kN/m3 E 20 MPa, ¥*0,3 3.5m Clay 4.5 m Yeat 19 kN/m3 m, = 0.2 m2/MN, C, = 107 m2/s 3 m Highly permeable bedrock

Q4 Two identical rigid foundations are given. Calculate the differential settlement ratio (8/L) after 100 days and long term after construction of the foundations. Hint: Average total final settlement of a rigid footing due to a clay layer can be found based on the following equation: Sy 0.75 m, H Ao P 600 kN P = 600 kN 15 m Foundation A 1.5 m x 1.5 m Foundation B 1.5 mx 1.5 m 0.8 m 0.8 m Sand 2 m T=18 kN/m3 E 20 MPa, ¥*0,3 3.5m Clay 4.5 m Yeat 19 kN/m3 m, = 0.2 m2/MN, C, = 107 m2/s 3 m Highly permeable bedrock

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
Q4 Two identical rigid foundations are given. Calculate the differential settlement ratio (8/L) after 100 days and long term after construction of the foundations. Hint: Average total final settlement of a rigid footing due to a clay layer can be found based on the following equation: Sy 0.75 m, H Ao P 600 kN P = 600 kN 15 m Foundation A 1.5 m x 1.5 m Foundation B 1.5 mx 1.5 m 0.8 m 0.8 m Sand 2 m T=18 kN/m3 E 20 MPa, ¥*0,3 3.5m Clay 4.5 m Yeat 19 kN/m3 m, = 0.2 m2/MN, C, = 107 m2/s 3 m Highly permeable bedrock
Transcribed Image Text:Q4 Two identical rigid foundations are given. Calculate the differential settlement ratio (8/L) after 100 days and long term after construction of the foundations. Hint: Average total final settlement of a rigid footing due to a clay layer can be found based on the following equation: Sy 0.75 m, H Ao P 600 kN P = 600 kN 15 m Foundation A 1.5 m x 1.5 m Foundation B 1.5 mx 1.5 m 0.8 m 0.8 m Sand 2 m T=18 kN/m3 E 20 MPa, ¥*0,3 3.5m Clay 4.5 m Yeat 19 kN/m3 m, = 0.2 m2/MN, C, = 107 m2/s 3 m Highly permeable bedrock
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 3 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
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