The tensile strength of an anchor to be manufactured on a clayey soil does not depend on which of the following? a. Root zone diameter b. root zone length c. to adhesion force d. Cohesion force e. Free zone length

The tensile strength of an anchor to be manufactured on a clayey soil does not depend on which of the following? a. Root zone diameter b. root zone length c. to adhesion force d. Cohesion force e. Free zone length

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter7: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 7.4P

See similar textbooks

Related questions

Q: Uniform Flow What would be the critical velocity of water flowing through a rectangular channel of 3…

A: A rectangular channel of width b=4 m,Discharge Q=10 m3/s,To Find-The value of the critical velocity…

Q: In a truss girder of a bridge, a diagonal consists of mild steel flat 400 ISF and carries a pull of…

Q: Determine the angle u between cables AB and AC 5 ft 60° Z 3 ft O 6 ft 4 ft FAB= 70 lb A FAC = 60 lb…

A: Position of point A, Position of point B, Position of point C, To find: The angle between the cables…

Q: Thank you. How about the coefficient of friction when did you use it?

A: Kinetic friction can be described as a force that exists among surfaces that are shifting. A force…

Q: 1. Problem Solving: Solve the following situations as completely as possible, use any method that…

A: P= 250 KN W= -7x+81 KN/m Note According to the company guidelines i am able to answer only first…

Q: 02 Draw the Bending moment only for the beam shown 642-5=191 400N 600N 2m 2m D 2-5 2m B C A Be C.M

Q: hat is tensile spilit test of geo polymer concret

A: An essential component of evaluating geopolymer concrete's tensile strength is the tensile split…

Q: By using the method of virtual work, calculate the vertical displacement at point C as a function of…

A: A beam hinged at A and a roller supported at B has an overhanging portion BC of 4m.Flexural…

Q: The frame is 3 metres wide and 6m long (the frame length is in the same direction as the vehicle…

A: The frame dimension is 3 m x 6mThe roof sheeting is 40 millimeters thick. Cross-section dimensions…

Q: elect one: a. 19.8 kN b. 34 kN C 11 kN 8 kN 6 kN

Q: A paper tube is formed by rolling a cardboard strip in a spiral and then gluing the edges together…

Q: Can you adjust the answers I think the external loads don't take one equation out of consideration…

A: The solutions of a,b,c provided by expert is wrong.I am providing the good solution for you.See my…

Q: Problem 2 If the pipes in problem1 is connected in parallel, what is the flow at each pipe? If the…

Q: Question 2. The stream function for a given two-dimensional flow field is = 5x²y (5/3)y³ a) Is this…

Q: Consider a basic component with random resistance, R, subjected to a random load S. Assume c.o.v. of…

Q: pport B is tled by 5mm and support C tled by 2mm, by using the ment distribution method, d the…

Q: www.m 2m P B Im Im UND OB çubuk enkesiti D=12cm With using TRESCA method Calculate the force P that…

A: The yield stress that section can safely carry = 480 MPaThe factor of safety (n) = 2For a circular…

Q: 6. A 2-bar truss is as follows. AB= 4 m, BC=5 m, AC=3 m. The black block on C is a friction plate.…

Q: Draw the shear force and the bending moment diagrams of the beam

A: Draw the shear force and bending moment diagram of the beam.

Q: 2.6 For a granular soil, y 17 kN/m³, D, 60%, w = 8%, and G, 2.66. If emin is 0.4, what is max? What…

Q: If the R.L of a B.M is 50 m, the back sight is 1.25 and foresight is 1.85, then what will be the R.L…

A: Reduced level of the bench mark RL=50 m,Back sight reading BS=1.25 m,Fore sight reading FS=1.85 m,To…

Q: In the articulated belt system given in the figure, At point C, before 60N single load, section find…

A: To find:The effects at point C.

Q: Determine the design shear strength per meter of wall.

Q: :Design the shear reinforcement for the beam shown below, kN W₂ = 200 f'c = 27.6Mpa, fy = 414Mpa,…

A: Solution

Q: A member is subjected to the loads shown in Figure 3. The loads are 30% dead load and 70% live load.…

A: p = 60 kDL = 30% =0.30 x 60k = 18kLL=70% = 0.70 x 60k = 42kKx = Ky = 1A992 steel, fy = 50 ksi

Q: In a truss girder of a bridge, a diagonal consists of mild steel flat 400 ISF and carries a pull of…

Q: For the loaded cantilever beam shown in figure (1). the bending moment distribution along the beam…

Q: P8.27 P8.28. Compute the horizontal and vertical components F of deflection at point D in Figure…

Q: By assuming a linear speed-density relationship, the mean free speed on a highway facility lane…

A: The speed-density Relationship is;

Q: By method of section

A: Determine the force in member JK, CJ and CD using method of section.

Q: The frame is subjected to distributed load of 500 kN/m as shown in the figure. Analyse the response…

A: E = 2.05e8 # Young's modulus in kN/m2I = 5.54e-4 # Moment of inertia in m4A = 0.012 #…

Q: Air Density at 1500m, in kg/m

Q: For the beam shown, calculate the beam slope at D. A

A: ###Calculation of beam slope at D using unit load method of analysis ##

Q: When a pressure of 2×10^4 kN/m² is applied to 50 litres of a liquid, its volume is decreased by 0.5…

A: Pressure = 2 X 104 kN/m2Volume of liquid = 50 litresDecreased volume = 0.5 litre

Q: 1. Design a reinforced concrete beam to carry a service dead load of 20 kN/m (including its own…

A: Given:-The service dead load on the beam = 20 kN/m (including self weight)The service live load = 25…

Q: A simply supported beam shown below is HEA 400 of 5355 steel. It is laterally supported at points…

A: Since the beam is symmetrically loaded we get Maximum Bending Moment at the Midspan.Maximum bending…

Q: Calculate the forces in members CF, CG, and EF of the loaded truss. H& R E 10 13' 16' 26′ D C B 2000…

A: The truss is given asTo find:-Forces in members CF, CG and EFConcept:-The method of joints is a…

Q: A bench Mark has been established at the soffit of an ornamental arch at the known elevation of…

A: A bench mark established at the soffit-Bench mark elevation BM=100.00 m above sea level,Back sight…

Q: A train connection linking Munich airport and Munich city center needs to be optimized. The ride…

A: The number of stops in between the start point and end point = 11 stopsThe time taken = 41…

Q: The beam is made from three polystyrene strips that are glued together as shown. If the glue has a…

Q: 6. Assume at frequency = 1 rad/s, |E(@)| = 130 and tan 8(@) = 0.15, what is the corresponding…

A: Modulus, Loss factor, Angular frequency, To find: The complex modulus, storage modulus, and loss…

Q: Compute for the shearing stress in the pin at B for the member supported as shown in the figure. The…

Q: A member is subjected to the loads shown in Figure 3. The loads are 30% dead load and 70% live load.…

A: vertical load = p = 60 kDL = 30% =0.30 x 60k = 18kLL=70% = 0.70 x 60k = 42k Kx = Ky = 1 A992 steel…

Q: . Calculate the moment of inertial for this cross section.

A: ###Calculation of Moment of Inertia about z axis which is CG of section####Calculation using…

Q: -L/2 P -1/2- B 4x6 Determine the reaction at the roller support and draw the bending moment diagram…

Q: Calculate: 1. moment resistance 2. Minimum area of reinforcement 3. Maximum area of reinforcement…

A: Given;b = 150 mmD = 250 mmCover = 25 mmd = 250-25 = 225 mmNo. of Bar = 2dia. of Bar = 16 mmFck = 25…

Q: tubular aluminum alloy [G = 4,000 ksi] shaft is being designed to haft must not exceed 7 ksi, and…

Q: 1.(a) Following observations were taken with a tacheometer for determining the R.L. of station A.…

Q: Determine the stress in a fiber (in psi) located 1inch from the top of the beam and 4 feet from the…

Q: Calculate the principal normal stresses and their directions, the maximum shear stresses, and the…

Question

100%

The tensile strength of an anchor to be manufactured on a clayey soil does not depend on which of the following?
a. Root zone diameter
b. root zone length
c. to adhesion force
d. Cohesion force
e. Free zone length

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Introduction

VIEW

Step 2: Correct option:

VIEW

Step 3: Incorrect options:

VIEW

Solution

VIEW

Step by step

Solved in 4 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Briefly explain the effect of following factors on the bearing capacity of soil I. Width of foundation ii. Cohesion
Describe in detail Stress within the Soil Mass Resulting from Vertical Surface Loading.
Explain the effect of the angle of shearing resistance of a cohesion less soil on active pressure
Define Drained versus undrained deformation
A soil deposit exists with a level ground surface. The saturated unit weight of the soil is 125 pcf, and the water table is at the ground surface. (a) Determine the principal stresses acting at a depth 15 ft below the ground surface that results from the effective (submerged) soil weight if the lateral pressure is 0.45 times the vertical pressure. (Recall that the subsurface vertical and horizontal pressures or stresses are the principal stresses when the site surface is horizontal.) (b) What is the magnitude of the maximum shear stress relating to the effective stresses at this depth?
For most practical problems, how does the effective stress in cohesionless soil calculated/
Calculate: a.) The unit weight of soil at a depth of 3m below the ground surface. b.) The normal stress of soil at a depth of 3m below the ground surface. c.) The potential shear strength of the soil at a depth of 3m below the ground surface when the water table is at a depth of 3.5m and the soil is cohesionless. d.) The modified value of the shear strength if the water table reaches the ground surface. e.) The modified value of the shear strength if the water table reaches the ground surface but the soil has a cohesion of 12 kPa.
A3-m thickness of compacted earth fill is placed across an area as preparation for constructing an industrial building. An item of heavy industrial equipment will be placed at a location within the building and supported on a foundation installed at the surface of the compacted soil fill. The equipment has a total weight of 5,000 kN. The supporting foundation will be 5 m by 5 m. What net stress increase results beneath the center of the foundation in the original soil mass 2 m below the natural ground surface? Use 19 kN/m2 for the soil unit weight. Assume the Boussinesq conditions apply.
A rectangular footing (4.89 x 4.38 m.) is placed 1.21 m. below the ground surface. The soil arrangement is composed of sand (ground) for the first 6.52 meters and followed by clay for the next 6.98 meters. The force acting on the footing is 10,293 kN. Determine the resulting stress increase at the midheight of the consolidating layer in kPa. Assume a 2V:1H pressure diagram. Unit weight of sand = 16.1 kN/m3. Unit weight of clay = 18.7 kN/m3. Use stored value. Answer in five decimal places.
Effective Stresses in Soil Problem 3. A 4m thick of clay is overlain by 4m thick of sand. The ground water table is 1m below the natural grade line. Clay and sand have saturated unit weights of 19.5 and 17.3 kn/m³ respectively. Sand above the water retains water content of 30%. LL and void ratio of clay are respectively 60% and 27.3%. Specific gravity of sand solid is 2.7. 1. Find the compression index. 2. Find the moist unit weight of sand above the water table. 3. Find the effective soil pressure at mid clay layer.
Determine the effective stress increase, rate of increase of effective stress in the soil at depth of 4 meters below the footing. The water table is 5 meter below the footing. Soil below has the following properties in laboratory: wet mass=44g, dry mass=30.1g, wet volume=24.6cc, dry volume=15.9cc, SR=1.893, void ratio=1.3 (assume soil above WT is dry)
A flexible foundation is 2 m x 4 m rests on granular soil at ground level. It carries a uniformly distributed load of 160 kN/m2. The sand has an elastic modulus of 39 MPa , a Poisson's Ratio of 0.3 and is 5 m thick. Estimate the elastic settlement below the center of the loaded foundation. Give your answer in cm rounded to 2 decimal places.