(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
EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
- K Course Code CE181303 Course Title Hours per week L-T-P Credit C Fluid Mechanics 3-1-0 MODULE 1: Fluid Properties: Fluid-definition, types; physical properties of fluid-density, specific weight, specific volume, specific gravity, viscosity- Newton's law of viscosity, surface tension, compressibility of fluids, capillarity. MODULE 2: Fluid Statics: Hydrostatic pressure, pressure height relationship, absolute and gauge pressure, measurement of pressure-manometer, pressure on submerged plane and curved surfaces, centre of pressure; buoyancy, equilibrium of floating bodies, metacentre; fluid mass subjected to accelerations. MODULE 3: Fluid Kinematics: Types of motion- steady and unsteady flow, uniform and no uniform flow, laminar and turbulent flow, and path lines, stream tube, stream function compressible and incompressible flow, one, two & three dimensional flow; stream lines, streak lines and velocity potential, flow net and its drawing: free and forced vortex. MODITE Q. A closed…arrow_forwardH.W: For the tank shown in figure below, Find The amount of salt in the tank at any time. Ans: x = 2(100+t) 1500000 (100 + t)² Qin = 3 L/min Cin = 2 N/L V = 100 L Xo=50N Qout = 2 L/min Cout? 33arrow_forward- Find reactions and draw Shear and Bending Moment Diagram. 30 N 15 N/m D B A 2 m 1 m 2 mmarrow_forward
- : A 5ms- long current pulse is desired for two linear lamps connected in series and pumped at a total energy input of (1KJ). Each of lamps has an arc-length of (10cm) and a bore of (1cm). If we assume a peak current of (i, -650A). Design a multiple mesh network including number of LC sections, inductance and capacitance per section and capacitor voltage. Laser designarrow_forwardWhat would be the best way to handle when a contractor misses a concrete pour deadline which causes delays for other contractors?arrow_forwardPlease solve manuallyarrow_forward
- . The free fall distance was 1753 mm. The times for the release and catch recorded on the fall experiments were in millisecond: 222.22 800.00 61.11 641.67 0.00 588.89 11.11 588.89 8.33 588.89 11.11 588.89 5.56 586.11 2.78 583.33 Calculate the time taken for the fall for each experiment. Calculate for each fall the acceleration based on time and distance. Calculate the mean of the accelerations. Give in the answer window the calculated mean of accelerations in m/s2.arrow_forwardneed help. explain plzarrow_forward-Design the traffic signal intersection using all red 2 second, for all phase the truck percent 5% for all movement, and PHF -0.95 Check for capacity only Approach Through volume Right volume Left volume Lane width Number of lane Veh/hr Veh/hr Veh/hr m North 700 100 150 3.0 3 south 600 75 160 3.0 3 East 300 80 50 4.0 R west 400 50 55 4.0 2arrow_forward
- need helparrow_forwardFor the beam show below, draw A.F.D, S.F.D, B.M.D A 2 N M 10 kN.m B 2 M Carrow_forwardB: Find the numerical solution for the 2D equation below and calculate the temperature values for each grid point shown in Fig. 2 (show all steps). (Do only one trail using following initial values and show the final matrix) T₂ 0 T3 0 I need a real solution, not artificial intelligence locarrow_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