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
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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_

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Students have asked these similar questions
A shallow foundation 25 x 18 m carries a uniform pressure of 175 k N / m 2 . Determine the vertical stress at a point 12 m below the mid-point of one of the longer sides ( a ) using influence factors. (b) by means of Newmark's chart.
The attached figure shows the plan of rectangular foundation which transmits a uniform contact pressure of 120 kN/m2. The width of the foundation is 15 m. A)  Determine the increase in vertical pressure at a depth of 10 m below point A B)  The vertical stress at a depth of 10m below point B
In the following example, a rectangular foundation must be designed whose B/L ratio must be equal to 0.5.The ultimate allowable load Qadm that must be transmitted to the ground is 520 KN, using a safety factor of 2.0. Designing with Meyerhoff theory, assume that the soil undergoes a general shear failure process. For this problem, propose values of B and L that meet the B/L ratio until Qadm is found to be equal to 520 kN.
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