Given below is the result of a sieve analysis done on a soil sample.Sieve No.DiameterPercent Passing %44.75097102.00088200.85066400.42552600.250211000.150132000.0757Pan---Determine the value of the coefficient of gradation/curvature.Round off to three decimal places.

Answered: Image /qna-images/answer/9c74acde-bc94-4908-b3cd-6f48cc2490f2.jpg

Answered: Given beloW is the result of a sieve…

Given beloW is the result of a sieve analysis done on Sieve No. Diameter Percent Passing % 4 4.750 97 10 2.000 88 20 0.850 66 40 0.425 52 60 0 250 21

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: Below is a sieve analysis for a fine aggregate. a. Complete the sieve analysis to get percent…

Q: What can you conclude?

Q: Following are the results of a sieve analysis. Determine: a. Cu b. Cc c. So Sieve No. 4 6 10 20 40…

A: Sieve analysis is a method used for determining the particle size distribution of a coarse grained…

Q: According to fuller equation, to draw the maximum density line for aggregate gradation shown below ,…

Q: Given below is the result of a sieve analysis done on a soil sample Sieve No. Diameter Percent…

Q: Cummulative Percent SIEVE ANALYSIS GRAPH Weight Retained (g) Retained (%) Sieve Size Percent Percent…

A: Soils are broadly classified as Coarse grained soils and fine grained soils. If more the 50% of soil…

Q: Problem A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves…

A: Size of sieve for which 60% of sand passes, D60=2mmSize of sieve for which 300% of sand passes,…

Q: 5 set of sieves are to be used for analysis of aggregates. After sieve shaking the sieves, the mass…

Q: 4. The percentage of fine aggregate 5. The percentage of filler material

A: 4. Fine aggregate range lies from 4.75mm to 0.075mm. Hence from the table: % Fine aggregate = 65-3 =…

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No.…

A: ASKED: To determine the coefficient of uniformity for the given soil. Given, Sieve No. Opening…

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

Q: he results of sieve analysis are shown below. Sieve No. Opening Size (mm) Mass Retained (g) 4 4.75…

A: Sieve Analysis: It is an analysis done in order to obtain the particle size distribution allowing…

Q: For computational purposes, provide virtual Data for the following term and compute for the Bulk…

A: Given Weight of bucket filled with dry coarse aggregate =2.68 kg

Q: Given the table below, determine the BULK SPECIFIC GRAVITY OF GROUP 3. Data and Results Weights…

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

A: since we know that coefficient of curvature = D230D10×D60 To calculate the D30,interpolate between…

Q: Q5: A/A tensile test was conducted for a sample and the relationship between stress and strain was…

A: As per the guidelines of Bartleby we are supposed to answer only first three sub-parts of a…

Q: making

A: Given sieve analysis Write the corresponding sieve sizes in 'mm' Sieve No Sieve size #4…

Q: Test Data and result Sample # Age (days) R (mm) Area (mm^2) Q(N) о (MPa) 1 7 100 400000 7 100 410000…

A: Compressive strength is defined as the ratio of the compressive force applied per unit surface area…

Q: In the picture is a distribution graph of the sphericity of a sample of aggregate materials. The…

A: In the picture is a distribution graph of the sphericity of a sample of aggregate materials. The…

Q: results shown in the Table below, Calculate the percent passing through each sieve. Plot percent…

A: Calculate the percentage of soil retained over each sieve, % retained = Weight of soil…

Q: a. what is the effective size diameter? b. what is the uniformity coefficient?

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

Q: 30 mm 15 mm 70 mm 30 mm 55 mm B" /B 110 mm 100 mm DA 70 mm 30 mml The block is deformed into the…

Q: From the results of a sieve analysis given below compute for the effective size of D10, D30 and D60

A: Results of sieve analysis are given as Sieve number Mass retained (g) 4 0 10 40 20 60 40…

Q: A. A materials engineer conduct a Moisture Content Test. Here is the result Oven dry Sample (2DD +…

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

A: GIVEN Seive no. Sieve diameter, Percentage Passing through each seive size. To Determine Coefficient…

Q: 1. Determine the percent finer for each sieve and plot the grain size distribution curve. 2.…

A: Step: 1 “Since you have posted a question with multiple sub-parts, we will solve first three…

Q: iven below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

A: sieve size in mm % finer than 4.75 96 2 90 0.85 66 0.425 39 0.25 26 0.15 14 0.075 5…

Q: The results of a grain-size analysis is given below. Plot the grain-size distribution curve and…

A: To Determine :- Median size D50 and Plot the grain-size distribution curve.

Q: 1. Given the results of an Atterberg limit test. Complete the test report which will include filling…

Q: From the results of a sieve analysis given below compute for the coefficient of uniformity Sieve No.…

A: To find the Coefficient of uniformity

Q: the modulus of elasticity the percentage elongation the percentage reduction in area

A: Initial Area, A1 =π4d12=π4192=283.385 mm2 Fracture Area, A2=π4df2=π416.492=213.457 mm2 1) The…

Q: Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit…

Q: A. A materials engineer conduct a Moisture Content Test. Here is the result Oven dry Sample (2DD +…

Q: a ga in tension with the following results: Applied 1 Strain Force (N) (mm) (%) 0 5.000 Stress (MPa)…

A: We…

Q: A sample was shaken through a nest of sieves and the results are obtained. Draw the particle size…

A: Following table is given for the sieve analysis test: From above table it is required to draw…

Q: A tensile test is peformed on a brass specimen 10 mm in diameter using a gage length of 50 mm. When…

Q: Test 2. 4 lould Kg) ontent 3.526 3.711 3.797 3.906 3.924 3.882 8.33 10.40 12.23 16.20 17.92 20.39 d…

Q: Question 18 Given below is the result of a sieve analysis done on a soll sample. Sleve No. Diameter…

A: To find out the coefficient of uniformity.

Q: 1. Determine the Specific gravity of aggregate based on the following values: Mass of empty…

A: Given data Mass of empty container: M1 kg Mass of container+ Aggregate: M2 kg Mass of container+…

Q: long proportional MS test specimen was subjected to tension. Determine (Modulus of Resilience -…

A: Given-a long MS test specimen subjected to tensile test. Required-to determine: Modulus of…

Q: Sieve Designation Weight retained, g % Retained Weight passing, g % Passing 3" 75 mm 1010 100 2-…

A: size wt retained cumm wt retained cumm % retained % finer 4.75 450.83 450.83 44.71588 55.28412…

Concept explainers

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

Given below is the result of a sieve analysis done on a soil sample.
Sieve No.
Diameter
Percent Passing %
4
4.750
97
10
2.000
88
20
0.850
66
40
0.425
52
60
0.250
21
100
0.150
13
200
0.075
7
Pan
---
Determine the value of the coefficient of gradation/curvature.
Round off to three decimal places.

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

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

i need the answer quickly
Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 95 10 2.000 89 20 0.850 71 40 0.425 47 60 0.250 21 100 0.150 14 200 0.075 7 Pan --- 0 Determine the value of the coefficient of uniformity. Round off to three decimal places.
Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 95 10 2.000 88 20 0.850 70 40 0.425 50 60 0.250 21 100 0.150 13 200 0.075 5 Pan --- 0 Determine the value of the coefficient of uniformity. Round off to three decimal places.
Calculate the fineness modulus.
A) compare by drawing between the Clay minerals of 1/1 and clay minerals of 1/2
If the specimen is originally square and has dimensions of a = 4 in., b = 3 in., and a thickness of t = 0.4 in., determine its new dimension a' after the load is applied. Express your answer to six significant figures and include appropriate units. a' = 4.00737 μA Submit Previous Answers Request Answer Part B X Incorrect; Try Again; 5 attempts remaining 0 in Determine its new dimension b' after the load is applied. Express your answer to six significant figures and include appropriate units. μᾶ b= 3.00333 ? in Submit Previous Answers Request Answer ? X Incorrect; Try Again; 5 attempts remaining
a. determine the effective size diameter d. determine the coefficient of uniformity c. determing the coefficient curvature The results of sieve analysis are shown below. Sieve No. Opening Size (mm) Mass Retained (g) 4 4.750 10 2.000 18.5 20 0.850 53.2 40 0.425 90.5 60 0.250 81.8 100 0.150 92.2 200 0.075 58.5 Pan 26.5
Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 95 10 2.000 83 20 0.850 69 40 0.425 50 60 0.250 27 100 0.150 13 200 0.075 7 Pan --- 0 Determine the value of the coefficient of uniformity. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES.
Procedure: 1. Compression tests on specimens shall be made as soon as practicable after removal from the moist storage. A 28-day test shall be performed within +-20 hours of the 28thday. Test specimens shall be kept moist by any convenient method during the period between removals from moist storage and testing. They shall be tested in moist condition. 2. All test specimens for a given test age shall be broken within the permissible time tolerance prescribed below. TEST AGE PERMISSIBLE TOLERANCE 24 HOURS +-0.5 HOURS OR 2.1% 3 DAYS 2 HOURS OR 2.8% 7 DAYS 6 HOURS OR 3.6% 28 DAYS 20 HOURS OR 3.0% 90 DAYS 2 DAYS OR 2.2 % 3. With a clean rag or rush clean the bearing faces of the bearing blocks, test the specimens and exclusion controller (elastomeric cps). 4. Rest the specimen on the lower extrusion controller, place the top extrusion controller on the specimen, and check the spacing between the sides of the specimen and the extrusion controllers to ensure no contact between the cylinder…
Question 4 Comment the four types of sieve analysis diagrams, which appear in the figure below: Continuum, Uniform, Gaps, Open. % Passing 100 O Continuum A Gaps Sieve size Open Uniform
SITUATION 3. Following are the results of a sieve analysis. SIEVE NO. OPENING (mm) RETAINED 4 4.75 10 2.0 40 20 0.85 60 40 0.425 89 60 0.25 140 80 0.18 122 100 0.15 210 200 0.075 56 PAN 12 a. Find the effective particle size. b. Determine the uniformity coefficient. c. Find the coefficient of curvature.
Situation 1. From the given data of materials retained between consecutive sieves, compute the value of fineness modulus