Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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
A 2.0 m wide strip foundation carries a wall load of 350 kN/m in a clayey soil where y = 15 kN/m³, c' = 5.0 kN/m² and ' = 23°. The foundation depth is 1.5 m. For ' = 23°: Nc = 18.05; N₁ = 8.66; Ny = = = 8.20. Determine the factor of safety using the equation below. qu= c' NcFcs FcdFci+qNqFqsFq 1 F + gd. 'qi 2 ·BN√· FF γί Ysyd F (Enter your answer to three significant figures.) FS =
2P -1.8 m- -1.8 m- -B Wo P -1.8 m- C
Part F: Progressive activity week 7 Q.F1 Pick the rural location of a project site in Victoria, and its catchment area-not bigger than 25 sqkm, and given the below information, determine the rainfall intensity for ARI 5, 50, 100 year storm event. Show all the details of the procedure. Each student must propose different length of streams and elevations. Use fig below as a sample only. Pt. E-nt 950 200 P: D-40, PC-92.0 300m 300m 000m PL.-02.0 500m HI-MAGO PLA-M 91.00 To be deemed satisfactory the solution must include: Q.F1.1.Choice of catchment location Q.F1.2. A sketch displaying length of stream and elevation Q.F1.3. Catchment's IFD obtained from the Buro of Metheorology for specified ARI Q.F1.4.Calculation of the time of concentration-this must include a detailed determination of the equivalent slope. Q.F1.5.Use must be made of the Bransby-Williams method for the determination of the equivalent slope. Q.F1.6.The graphical display of the estimation of intensities for ARI 5,50, 100…
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