A Plate load test is carried out on submerged soil using a 300 mm radius rigid plate. A load of 5 Tons resulted in a deflection of 1.20mm. What is the elastic modulus of the soil by considering the Poisson's ratio as 0.50? A 5216 kPa B 521.6 GPa C 52.16 MPa D 52160 Pa

A Plate load test is carried out on submerged soil using a 300 mm radius rigid plate. A load of 5 Tons resulted in a deflection of 1.20mm. What is the elastic modulus of the soil by considering the Poisson's ratio as 0.50? A 5216 kPa B 521.6 GPa C 52.16 MPa D 52160 Pa

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A concrete beam sample has a width of 5 inches, a depth of 6 inches, and a length of 20 inches. The…

Q: Plot the dota and determine the shear modulus for the proportional Strain. Torsion Test Data Sample…

A: Stress in this given data has been collected using the torsion formula given below: TJ=Gθl=τR Where,…

Q: Mohr’s Circle ; Direct shear test was performed on dry, sandy soil. The specimen is 50 mm in…

Q: "A simply supported unreinforced concrete test beam spanning 1.8 m shown in the Figu below. The beam…

A: Given :- the cross section dimension is width of the beam b= 100 mm and depth of the beam d=…

Q: A cylindrical soil specimen of saturated clay, 3.50cm diameter and 8 cm length, is tested in an…

A: Given data- Cylindrical soil specimen of saturated clay- Diameter D=3.50 cm, Length L=8 cm, Vertical…

Q: Pressure (kN/m²)27 54 107 214 429 214 107 54 Void ratio1.243 1.217 1.144 1.068 0.994 1.001 1.012…

A: Thickness of sand = 10 mThickness of clay = 2.5 m Thickness of fill = 10 m

Q: tire load with an air pressure of 132.6 psi and weighing 15,000 lbs is in contact with a flexible…

A: Given, Flexible pavement P=15,000 lbs p= 132.6 psi E=45,000 psi μ=0.58 a).z=4 inch a=6 inch stress…

Q: I have been given a set of data from the lab on soil samples - performed triaxial test. I have a…

Q: Briefly review the manner in which laboratory compression tests are conventionally performed so as…

A: There are several steps in which laboratory compression tests are conventionally performed some of…

Q: in figure) was inserted completely into a deposit A field vane shear testing instrument (as shown of…

Q: A series of direct shear tests have been performed on a soil, using a circular shear box with a…

A: Given, Diameter (D) = 2.5 in Direct shear test data

Q: The table shows the results of a consolidated undrained (CU) test on a overconsolidated clay soil…

A: For sample 1 σ1 =15+20-10σ1 =25 kpaσ3 =15-10 σ3 =5 kpaRelation of major and minor stress is given…

Q: A rock core sample with a diameter of 47.6 mm and a length of 11.21 cm is loaded in uniaxial…

Q: highway engineering laboratory test CBR (California Bearing Ratio) Why, in normal, the value of…

Q: Q-1: Direct shear tests were performed on a dry, sandy soil. The size of the specimen was 50 mm x 50…

Q: Three specimens of clay having a small air-void content were tested in the shear box. Shear loading…

A: Solution:- Given data:- Normal stress (kN/m2) 145 241 337 Shear stress (kN/m2) 103 117 131…

Q: Time (sec) Stiffness S(t) m-value MPa Deflection (mm) 0.1877 8. 15 0.2231 30 0.2730 60 0.3364 120…

Q: 3. In a drained tri-axial test, a specimen is confined under pressure and axially load The failure…

A: Triaxial test is suitable for all types of soil like sand , clay. Triaxial test is performed to…

Q: uction Management sing the soil profile shown below, determine the effective stress surface. 10…

A: We know that, effective stress = (total stress - pore water pressure) Here, Eff. Stress =…

Q: In plastic failure, load corresponding to strain is arbitrarily taken as the failure load 10% 15% 5%…

A: Disclaimer Since you have asked multiple question, we will solve the first question for you. If you…

Q: Using Boussinesq's analysis, calculate the vertical stress beneath a circular tyre imprint at a…

Q: The following results were obtained from a shear box test for a soil sample and the dimensions of…

A: The shear parameter of any soil type is the cohesive strength of the soil and the angle of internal…

Q: use the attached graph paper) A series of direct shear tests was performed on a soil sample. Each…

A: Direct shear test is a simple and quick test to determine soil properties like cohesion and angle of…

Q: Results of a shear box test are presented in Table 2. Shear stress (kN/m²) Normal stress (kN/m²)…

A: Results of direct shear test are given. We need to calculate shear strength parameters

Q: The simplest and oldest nonrigid method is the Winkler method, which uses inde-pendent springs, all…

A: Winkler method : The Winkler Method is a method for determining the concentration of dissolved…

Q: 3. A direct shear test on a joint under constant normal stress of 10 MPa gives the following…

A: The Direct Shear Test is an exploratory strategy led in geotechnical designing practice and…

Q: A cohesionless soil sample was subjected to a triaxial test. The sample failed when the minor…

A: Given:- A cohesionless soil sample was subjected to a triaxial test The value of minor principal…

Q: a. A vane shear test was conducted in a saturated clay. The height and diameter of the rectangular…

Q: A specific gravity test was performed on three soil samples, and the following data were collected:…

A: Given and required:

Q: A core sample of granite, 12 cm long and 6 cm in diameter, was tested in unconfined compression. The…

A: given that length =12cm=4.72 inch diameter = 6cm =2.36 inch E= 16x103 Mpa =2.32x106 psi

Q: A series of previous tests has established that the ultimate effective friction angle of a NC clayey…

A: Given Data: friction angle = 19.20 soil pressure = 105 kpa

Q: The following compres: specimen (G, 2.73) wh. TABLE G Time (min) Gauge (mm) Time (min) 5.00 36 Gauge…

A: Saturated clay specimen Gs=2.73 H=13.6 mm TV time factor for 90% consolidation=0.848 t90=time…

Q: roblem 5.9. If the soil loss from a field with a 5 percent slope is 45 Mg/ha for upslope and…

Q: In a site consisting of normally consolidated clean sands,the water table is at 10 ft depth. The…

A: Given:- The depth of the water table = 10 ft The average unit weight of the sand above the water…

Q: Find the transverse rupture strength for the flexure test for a brittle material having the…

A: Given, b=50 mm t=20mm L=160 mm P=300 kg

Q: A vane shear test was conducted in a saturated clay. The height and diameter of the rectangular vane…

A: Given:- A vane shear test was conducted in a saturated clay The height of the rectangular vane = 4…

Q: In road pavement design, the standard vehicle axel is defined as an axel with two single wheels as…

A: The vertical stress increment in soils due to point load on the surface is given by, ∆σ=Qz2Ip Where…

Q: 2. A bending test is performed on a concrete prism sample with dimensions of 4x4x16 cm. When the…

Q: A plate bearing test was carried out on a subgrade using a 80 cm diameter rigid plate. A deflection…

A: Given data- A plate bearing test- Diameter of the rigid plate=80 cm, Deflection ∆=9.6×10-4 m,…

Concept explainers

Test for Determination of Shear Strength

The term shear strength is often associated with the soil. Shear strength is defined as the resistance to the deformation of soil particles due to the continuous action of shear stress. In short, shear strength is the maximum shear stress that a soil can sustain.

Question

100%

A Plate load test is carried out on
submerged soil using a 300 mm radius
rigid plate. A load of 5 Tons resulted in a
deflection of 1.20mm. What is the elastic
modulus of the soil by considering the
Poisson's ratio as 0.50?
A 5216 kPa
B
C
521.6 GPa
52.16 MPa
D 52160 Pa

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

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Test for determination of shear strength

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

Assume that both a triaxial shear test and a direct shear test are to be performed on a sample of dry sand. When the triaxial shear test is performed, the specimen fails when the major and minor principal stresses are 80 and 20 lbs/in^2, respectively. When the direct shear test is performed, what shear strength can be expected if the normal stress is 4000 lbs/ft^2? Show all work.
An unconfined compression test is conducted on a 3 in diameter sample 6 inches in length. The peak load recorded was 67 lb at a strain of 4 percent. Determine qu and Su.
GEOTECHNICAL ENGINEERING: The following measurements were made when a plastic limit test was done and the diameter of the crumbled threads were 1/8 in (3mm). Calculate the plasticity index of the soil. Mass (g) Empty can 65 Can + Moist Soil 92 Can + Dry Soil 88
The followings are data from the unconfined compression test. Use these data to determine the unconfined compression strength of the soll and the undrained cohesion. Diameter of sample = 1.6 cm; Length of sample= 4.0 cm; Dial gauge factor = 0.02 mm Reading 0 20 Load (kN) 40 60 80 0.000 0.004 0.007 0.009 0.011 100 0.012 120 140 160 0.013 0.014 0.015 180 200 220 240 260 0.016 0.016 0.016 0.016 280 0.016 0.016
What are the engineering applications of each of these tests? a. flash point test b. RTFO procedure c. rotational viscometer test d. dynamic shear rheometer test e. Bending beam rheometer testf. penetration test.
A series of direct shear tests were conducted on a sample of soil in a 60 mm square shear box. The table below shows the results that were obtained at failure. Plot the graph of shear stress at failure against normal stress anddetermine the strength parameters of the soil. Normal Load (N) 200 300 400 Shear Load (N) 105 142 180
Determine the lateral deflections at failure of a 3 m long aluminum column of 70 mm external diameter and 3 mm wall thickness for various boundary conditions. Assume a yield stress of 290 MPa and Young's modulus of 72 GPa.
Assuming in Test 4, a sample was tested using the Unconfined Compression Laboratory Test, and the test was conducted fast enough as to assume that undrained conditions develop. If the sample failed when the axial compression stress is 01f 50 kPa, draw the Mohr Circle showing the failure envelope and its equation, and calculate the undrained shear strength Cu of the sample. =
The soil element is shown in the figure: 250 kPa 90 kPa 90 kPa 30" 250 kPa Determine the magnitude of the major principal stress for the soil element (in kPa). Report your answer to the nearest whole number. O 90 O 250 O 170 O 210
In Triaxial test, which of the following parameters do not need to be recorded the confining pressure specimen diameter changes ) the generated pore pressure the axial force A Triaxial test was performed on a dry, cohesionless soil. If the sample failed vhen the minor principal stress was half of the major principal stress, the soil's angle of internal friction is: O 22.5 19.5 33.3 O 25 A technician obtained a soil void ratio of 1.5. It is okay because it is possible to measure void ratio values above 1. True False |
A sample of sand is sheared in the following manner. First an all around normal stresso 350 kPa is applied to the sample. Next a shear stress is applied to the horizontal pia while the normal stress remains constant. The shear stresses at failure are + 186 kPa. Ihe initial stress and stress condition at failure are shown below 350 kPa 350 kPa 186 kPa 350 kPa 350 kPa ー550 kPa 550 kPa 186 kPa 350 kPa 350 kPa Initial Conditions At Failure Determine the Following: fo A) Assuming c, = 0, draw a failure envelope for the soil. Define the friction angle ( the soil. B) Draw the Mohr's Circle at failure for the test. C) Show the location of the pole. D) Define the maximum and minimum principal stresses at failure. E) Define the normal stress corresponding to the maximum shear stress
A pressure force of P = 75 kN is applied to the rectangular prism shaped test sample with dimensions a = 20 mm, b = 30 mm, c = 20 mm, within the limits of proportionality. After loading, the measured changes in sample dimensions are Aa = -0.012 mm, Ab = 0.005 mm. Calculate the normal stress (o,) on the prism. Calculate the transverse strain (ɛz) and the longitudinal strain (ɛy). Calculate the Poisson's ratio (v) and the modulus of elasticity (E) of the material. Calculate the change in length (Ac), along the x -axis. SOLUTION