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

Answer to Problem 17.1P
The given statement is
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
(b)
Whether the statement “A flexible foundation carrying a uniform pressure will settle uniformly” is true or false.
(b)

Answer to Problem 17.1P
The given statement is
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
(c)
Whether the statement “A rigid foundation settling uniformly will not apply uniform pressure to the soil” is true or false.
(c)

Answer to Problem 17.1P
The given statement is
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
(d)
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)

Answer to Problem 17.1P
The given statement is
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
(d)
Whether the statement, “Strain beneath a footing on sands is the maximum at the footing level” is true or false.
(d)

Answer to Problem 17.1P
The given statement is
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
Want to see more full solutions like this?
Chapter 17 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
- Thank you for your help if you would also provide the equations used .arrow_forwardThe sectors are divided as follows:top right = 1, top left = 2, middle = 3, bottom = 4.(a) Determine the distance yˉ to the centroid of the beam’s cross-sectional area.Solve the next questions by building a table. (Table format Answers) (b) Determine the second moment of area (moment of inertia) about the x′ axis. (c) Determine the second moment of area (moment of inertia) about the y-axis.arrow_forwardinstructions: make sure to follow the instructions and provide complete and detailed solution create/draw a beam with uniformly distributed load and concentrated load after, find the shear and moment equation and ensure to draw it's shear and moment diagram once done, write it's conclusion or observation 4:57 PMarrow_forward
- Solve for forces on pin C and Darrow_forwardBorrow pit soil is being used to fill an 900,00 yd3 of depression. The properties of borrowpit and in-place fill soils obtained from laboratory test results are as follows:• Borrow pit soil: bulk density 105 pcf, moisture content = 8%, and specific gravity = 2.65• In-place fill soil: dry unit weight =120 pcf, and moisture content = 16%(a) How many yd3 of borrow soil is required?(b) What water mass is needed to achieve 16% moisture in the fill soil?(c) What is the in-place density after a long rain?arrow_forwardsolve for dt/dx=f(t,x)=x+t^2arrow_forward
- Calculate the BMs (bending moments) at all the joints of the beam shown in Fig.1 using the slope deflection method, draw the resulting shear force diagran and bending moment diagram. The beam is subjected to an UDL of w=65m. L=4.5m, L1= 1.8m. Assume the support at C is pinned, and A and B are roller supports. E = 200 GPa, I = 250x106 mm4.arrow_forwardProblem 2 (A is fixed and C is a pin) Find the reactions and A and C. 10 k- 6 ft 6 ft B A 2 k/ft 15 ftarrow_forward6. A lake with no outlet is fed by a river with a constant flow of 1200 ft3/s. Water evaporates from the surface at a constant rate of 13 ft3/s per square mile of surface area. The surface area varies with the depth h (in feet) as A (square miles) = 4.5 + 5.5h. What is the equilibrium depth of the lake? Below what river discharge (volume flow rate) will the lake dry up?arrow_forward
- Problem 5 (A, B, C and D are fixed). Find the reactions at A and D 8 k B 15 ft A -20 ft C 10 ft Darrow_forwardProblem 4 (A, B, E, D and F are all pin connected and C is fixed) Find the reactions at A, D and F 8 m B 6m E 12 kN D F 4 marrow_forwardProblem 1 (A, C and D are pins) Find the reactions and A, C and D. D 6 m B 12 kN/m 8 m A C 6 marrow_forward
- Fundamentals of Geotechnical Engineering (MindTap...Civil EngineeringISBN:9781305635180Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage LearningPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781305081550Author:Braja M. DasPublisher:Cengage LearningPrinciples of Geotechnical Engineering (MindTap C...Civil EngineeringISBN:9781305970939Author:Braja M. Das, Khaled SobhanPublisher:Cengage Learning
- Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning



