V1 SITUATION. In a consolidated drained tri-axial test on a normally consolidated clay soil with adeviator stress of 152 kPa was required to fail the sample when the confining pressure was 70kPa.What was the angle of shearing resistance?31.3732.1633.2530.31

Answered: Image /qna-images/answer/34a0dd4b-6d6a-4529-81c0-baf158b4fee7.jpg

Answered: required to fail the san Pa. /hat was…

Engineering

Civil Engineering

required to fail the san Pa. /hat was the angle of shearing resistance? 1.37 2.16 33.25

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter3: Natural Soil Deposits And Subsoil Exploration

Section: Chapter Questions

Problem 3.22P

See similar textbooks

Related questions

Q: concrete floor slab 100 mm thick is cast monolithic with concrete beam 2.0 m on centers. The beams…

Q: 50 mm 200 mm 50 mm Neutral Axis 25 mm Reference Lir or the cross section shown, find: The distance…

A: The moment of inertia of a body about an axis parallel to the body passing through its center is…

Q: A W18 × 35 with two holes in each flange and one in the web, all for 7/8-in Ø bolts. Compute the net…

Q: Design a square footing to support a 500 mm x 500 mm column to carry an axial dead load of 650 kN…

Q: A 400-mm-diameter, non-slender, spiral column is symmetrically reinforced with 10-25 mm vertical…

A: P = 0.85 [0.85*fc (Ag - Ast) + fy * Ast] here, fc = 24MPa fy = 280MPa Ag = 3.1416/4…

Q: Hydraulic conductivity (K) in the vadose (unsaturated) zone is affected by of the following…

A: The given is related to the flow of water. This property of fluid is based on the different type of…

Q: 0-11: The isohyets due to a storm in a catchment were drawn and the areas of the catchment bounded…

Q: 4.1 A simply supported beam is reinforced with 5-ϕ25 mm at the bottom and 2-ϕ20 mm at the top of the…

Q: A 400-mm diameter, non slender, spiral column is symmetrically reinforced with 10-25 mm vertical…

A: First, we will calculate the area of steel in the column. Then the total area of the column will be…

Q: after shown in the figure. What are the lengtl

Q: A concrete floor slab 100 mm thick is cast monolithic with concrete beams 2.0 m on centers. The…

Q: simply supported beam is reinforced with 4-ϕ28 mm at the bottom and 2-ϕ20 mm at the top of the…

Q: Fur the beant s hown, write the egs. and ciraw the SFD ond RMp. 30 KN.M 8KN /m 3m 4m +25 SFO MCKN)…

Q: A vertical parabolic sag curve of Laon Laan underpass has a grade of -4% followed by a grade of +2%…

A: We know that ; r = g2 - g1L L = g2 - g1r where ; g2 = 2 % = 0.02 g1 = - 4 % = - 0.04 r = 0.6 % =…

Q: a) Explain the necessity for highway project planning process b) Discuss the functional…

A: a) Explain the necessity for highway project planning process? Answer:- Planning a highway network…

Q: 3 4 in 4을 im 14 in 3 1țin 2 in - PL금지 14

Q: 4. The system consists of 60lb and 20 lb blocks A and B, respectively, and 5-lb pulleys C and D that…

Q: The proper method used to determine headwater depth for any culvert problem is to guess the type of…

A: Since, the flow in the culvert is mainly of two types :- Inlet and outlet. Both these flow makes the…

Q: has a front and a back each 50 cm long and dividers of the same lenght spaced 5 cm apart.what is the…

A: Given:- length=50cm dividers spacing=5cm To find:- maximum number of dividers if total length of…

Q: ater profile created by an obstruction below and conveys a discharge of 2

Q: 460mm diameter, non-slender, spiral column is symmetrically reinforced with 6-20mm vertical bars.…

A: Spiral column Diameter of column= 460 mm Compression steel = 6-20 mm dia bar f'c = 24 MPa fy=…

Q: An observer counts 240 veh/h at a specific highway location. Assume that the vehicle arrival at the…

A: Given data- flow=240 veh/htime interval=30 sTo find-Probability of having one vehicle over 30 s time…

Q: Viscosity Make an analysis about this table: LIQUID DISTANCE TIME 1. WATER 45 CM 2.95 Seconds

A: Given data- Type of liquid- WaterDistance=45 cmTime=2.95 s

Q: A beam having a width of 500 mm and a total depth of 800mm is reinforced with 6-32mm dia bars.…

Q: A two span beam subjected to shear and flexure only is reinforced as follows: Given: Stirrup…

Q: Determine the angular velocity e in rad/s of the radial line OA at this instant if the truck has a…

Q: 3. Specify the type of compound truss and determine the force members in JH, BJ, and BI. State if…

Q: Fur the beum 'shown, A. ite eas. and draw the shear furre and bending moment diag rea ms. Arw r…

Q: in ЗР 8 in I in 4 ft 6ft 6ft D 4ft 4 in

Q: a simply supported beam 300mm wide, 500mm deep and spans 5.1 m supports a service super imposed dead…

A: Self weight = 0.5*0.3*24 = 3.6KN/m So, wD = 9 + 3.6 = 12.6KN/m Wu = 1.2*wD + 1.6*wL = 1.2*…

Q: A tennis tournament has 8 players (laddered tournament). The number a player draws from a hat…

A: To find probability that the second best player wins the runner up cup

Q: A 480-mm-diameter, non-slender, spiral column is symmetrically reinforced with 10-20 mm vertical…

A: Steel reinforcement = 10 bars of 20 mm diameter axial live load = 977 kN f'c = 24 MPa fy = 280 Mpa

Q: Bar AB rotates as shown with an angular velocity equal to 10 rad/s. Assume AB ha a length of 500mm…

Q: A city has a population of 10,000 and solid waste generation capacity of 0.3 kgle/d. The composition…

A: The process of removing the solid waste generated in society or among a group of people and…

Q: Two tangents converge at an angle 32.7 degrees, which were connected by a reverse curve having…

Q: Consider a system where a horizontal, laminar, separated flow of air and water at 100 kPa pressure…

A: Motivation. The preparation, presentation, and interpretation of experimental findings are covered…

Q: A simply supported beam is reinforced with 5-ϕ25 mm at the bottom and 2-ϕ20 mm at the top of the…

A: Answer We need to equate for compression and tension force to calculate the neutral axis depth from…

Q: monolith floor framing plan is shown in the figure. the column are 300 mm square, girderes are 250…

A: Dead load include self weight of slab + finish load+ ceiling load + partition loads. Live load =4.8…

Q: Question 2: A one-story shear building with an appendage attached to its top is subject to a…

Q: Qr) Find the stress distribution at the section ABCD for the block shown in the figure. Sketch the…

A: Given :

Q: Question: A Blasius Exact Solution Equation For A Laminar Flat-Plate Boundary Layer Problem Which...…

A: Answer:-

Q: Determinę the maximum allowable load P that can be safely supported by the frame if t = 32 mm and b…

Q: simply supported beam 300 mm wide, 500 mm deep and spans 5.3 m supports a service super imposed dead…

Q: A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear…

Q: 4.7. Water flows at a depth of 2.20 m in a trapezoidal, concrete-lined section (ks = 2 mm) with a…

Q: The bolted type connection will be used to assemble the given steel members. Determine the safe load…

Q: 4. The table shows data on the number of visitors to the Malaysia in a month, v (1000s), and the…

A: ANSWER:-

Q: The motor exerts a force of F = (18.4t? ) N on the cable, where t is in seconds. Determine the speed…

Q: If a water treatment plant uses 124 chlorine cylinders (cy) during a 30-day period, the average…

Q: A 440-mm-diameter, non-slender, spiral column is symmetrically reinforced with 10-20 mm vertical…

Concept explainers

Types of Composite

Composite materials are formed by merging two components that have different chemical and physical properties. The merged output is termed as a composite, whose properties are completely different from the individual components. Composite materials also have better strength than the individual components.Composite materials usually have two main parts, reinforcement material, and matrix material. The matrix material acts as a binder and surrounds the fiber of another material that bears a much higher strength. This material is known as the reinforcement material. The matrix materials are usually high-strength additives resins, while the fibers of the reinforced material can be random, oriented, and in a mat format.Composite materials are also known as fiber-reinforced composite polymers because they are composed of the polymer matrix which is reinforced to laboratory-created fibers or naturally occurring fibers, such as glass fibers, carbon fibers, or aramid fibers. Under the application of external loads, the matrix material absorbs and transfers the loads to the fibers, these fibers in return provide good compressive strength, tensile strength, and stiffness to the fiber-reinforced composite materials.Depending upon the matrix and the reinforcement material, different properties can be induced to the fiber-reinforced composite materials, including good corrosion resistance properties. The most common matrix material is the resin while the glass fibers act as the reinforcement material. Strong fibers provide strength and stiffness to the composite materials while, a soft and flexible resin provides shape to the composite materials.

Question

SITUATION. In a consolidated drained tri-axial test on a normally consolidated clay soil with a
deviator stress of 152 kPa was required to fail the sample when the confining pressure was 70
kPa.
What was the angle of shearing resistance?
31.37
32.16
33.25
30.31

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

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

The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and compute the major principal stress. Normal pressure = 16.2 kN/m2; Tangential pressure = 14.4 kN/m2, Angle of internal friction = 24°; c= 7.2 kN/m2. a. 6.77 b. 38.77 c. 26.25 d 57
The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and compute the minor principal stress. Normal pressure = 16.2 kN/m2; Tangential pressure = 14.4 kN/m2, Angle of internal friction = 24°; c = 7.2 kN/m2 a. 38.77 b. 57 c. 6.77 d. 26.25
The results of a three consolidated undrained tri-axial test on saturated clay are as follows: Compute the angle of internal friction a. 15.03 degreesb. 12.06 degreesc. 18.40 degreesd. 31.05 degrees
The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and compute the direction of principal planes. Normal pressure = 16.2 kN/m2; Tangential pressure = 14.4 kN/m2, Angle of internal friction = 24°; c = 7.2 kN/m2. a. 6.77 b. 26.25 c. 57 d. 38.77
(a) Samples taken from a uniform deposit of granular soil are found to have a unit weight of 19.6 kN/m3 and an angle of internal friction of 35°. What is the shearing strength of the soil on a horizontal plane at a point 4 m below the ground surface? 11. Describe Shearing Strength of Clay Soils.
The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and compute the minor principal stress. Normal pressure = 16.2 kN/m2; Tangential pressure = 14.4 kN/m2, Angle of internal friction = 24°; c = 7.2 kN/m2. Show diagram
The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and compute the minor principal stress. Normal pressure = 16.2 kN/m2; Tangential pressure = 14.4 kN/m2, Angle of internal friction = 24°; c = 7.2 kN/m2 a. 57 b. 67 c. 6.77 d. 26.25 e. 38.77
A consolidated drained tri-axial test was conducted on normally consolidated clay. The results were: the confining pressure is 300 kPa and the deviators stress is 300 kPa. Compute the angle that the failure plane makes with the major principal axis in degrees. show free body diagram. a.54.74 b.16.3 c.24.72 d.19.47
A sample of dry, cohesionless soil has an angle of internal friction of 35°. If the minor principal stress is 15 lb/in.2, at what values of deviator stress and major principal stress is the sample likely to fail?
(a) Samples taken from a uniform deposit of granular soil are found to have a unit weight of 19.6 kN/m3 and an angle of internal friction of 35°. What is the shearing strength of the soil on a horizontal plane at a point 4 m below the ground surface?
In a drained triaxial compression test, a saturated specimen of cohesionless sand fails at a deviator stress of 450 kN/m2 when the cell pressure was 135 kN/m2. Find the effective angle of shearing resistance of sand. show Free body Diagram. a.48 deg 15 min b.26 deg 30 min c.38 deg 30 min d.64 deg 15 min
Data and Results for Direct Shear Test: Normal Stress (kPa): 100; 200; 300 Shear Stress (kPa): 130; 185; 240 Required: Determine the shear strength parameters of the soil.