EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
5th Edition
ISBN: 8220101425829
Author: SIVAKUGAN
Publisher: CENGAGE L
Question
Book Icon
Chapter 17, Problem 17.1P

(a)

To determine

Whether the statement “Poisson’s ratio of any saturated clay is 0.5” is true or false.

(a)

Expert Solution
Check Mark

Answer to Problem 17.1P

The given statement is True_.

Explanation of Solution

  • • Poisson’s ratio is the measure of lateral expansion or contraction compared to longitudinal contraction or expansion.
  • • The expansion and contraction of saturated clay is very low. Hence, there is no variation of Poisson’s ratio in the saturated clay.

Therefore, the given statement is True_.

(b)

To determine

Whether the statement “A flexible foundation carrying a uniform pressure will settle uniformly” is true or false.

(b)

Expert Solution
Check Mark

Answer to Problem 17.1P

The given statement is False_.

Explanation of Solution

  • • A flexible foundation produces a sagging profile of settlement when it is loaded with uniform pressure.
  • • In the sagging profile, the settlement at mid-point is higher than the corner. Hence, the differential settlement occurs in the flexible foundation.

Therefore, the given statement is False_.

(c)

To determine

Whether the statement “A rigid foundation settling uniformly will not apply uniform pressure to the soil” is true or false.

(c)

Expert Solution
Check Mark

Answer to Problem 17.1P

The given statement is True_.

Explanation of Solution

  • • The pressure is redistributed at the area of contact between the foundation and soil for a rigid foundation with uniform settling.
  • • Hence, the pressure is not applied uniformly to the soil.

Therefore, the given statement is True_.

(d)

To determine

Whether the statement “The soil stiffness beneath a continuous foundation on sands is more than that of a square foundation of the same width” is true or false.

(d)

Expert Solution
Check Mark

Answer to Problem 17.1P

The given statement is True_.

Explanation of Solution

  • • The contact area between the soil and the continuous foundation is more than the square foundation.
  • • Hence, the stiffness is more in continuous foundation compared to square foundation of the same width.

Therefore, the given statement is True_.

(d)

To determine

Whether the statement, “Strain beneath a footing on sands is the maximum at the footing level” is true or false.

(d)

Expert Solution
Check Mark

Answer to Problem 17.1P

The given statement is False_.

Explanation of Solution

  • • Generally, the strain varies from zero at the bottom of footing and maximum at 0.5B depth and then becomes zero at the 2B depth. Here, B is the breadth of footing.
  • • Also, according to Schmertmann’s method of strain variation, the strain will be zero at the footing level.

Therefore, the given statement is False_

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
Which of the following statements is not true when considering precision in surveying?A. Measuring angles to the nearest minute and distances to the nearest hundredth of a foot is usually sufficient for locating theroute of a highway.B. A very accurate survey provides a very high degree of precision.C. Precision is defined as the degree of correctness applied in instruments.D. The most precise instruments can produce inaccurate results i f subjected to mechanical or human error.
Which of the following is not desirable when marking a transit point for conducting a survey?A. Embedding a nail into soft concreteB. Driving a tack flush with the top o f a wooden hubC. Chiseling a cross on an embedded rockD. Driving a nail with flagging into undisturbed earth
A one-story building as shown in the plan, if the height of the concrete floor is 320 m, the width of the wall is 0.24 and the roof is made of reinforced concrete, the amount of iron for the roof is 100 kg m3 and there are downward depressions with a depth of 0.40 and a width of 0.25 along the wall and the amount of reinforcing iron is 89 kg m3 and there are 14 columns with dimensions of 0.500.30 and a height of 2.80, the amount of reinforcing iron is 120 kg m3 Find The amount of bricks used for construction The amount of mortar used for construction (cement + sand) -1 -2 The amount of plaster for the building from the inside is 2 cm thick (cement + sand) -3 Quantity of floor tiles for the room Quantity of concrete for the ceiling and beams. Ceiling thickness: 0.20 m. Total amount of reinforcing steel for the roof (tons) Quantity of reinforcing steel for columns (tons) Total amount of reinforcing steel for balls (tons) -4 -5 -6 -7 -8
Knowledge Booster
Background pattern image
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Fundamentals of Geotechnical Engineering (MindTap...
Civil Engineering
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781305081550
Author:Braja M. Das
Publisher:Cengage Learning
Text book image
Principles of Geotechnical Engineering (MindTap C...
Civil Engineering
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Cengage Learning
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning