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   81 20   0.850   67 40   0.425   52 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 pla

Q: Based on the below data from a sieve analysis test, what is the cumulative percent passing 630µm…

A: Cumulative percent passing 630 microne sieve=  = (Cumulative mass retained on smaller size sieve /…

Q: 1. Complete the given table Sieve number Diameter(mm) Mass retained Cumulative Mass Percent Passing…

A:

Q: Sieve size Diameter (mm) % passing 4 4.75 94 10 2.00 88 20 0.850 75 10 O 125

A: Given data:

Q: 1. Given the table below compute for the mass passing, % retained, cumulative % retained and %…

A:

Q: Situation 8. A sample of dry soil was shaken through a nest of sieves and the following results were…

A: ASKED: To determine - effective size uniformity coefficient coefficient of concavity   Given,…

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

A:

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

A:

Q: Soil B Soil C Sieve No. Diam Soil (mm) A 92 78 No. 10 2.000 77 0.420 53 No. 40 84 0.074 No. 200 17…

A:

Q: Using the data for a sieve analysis shown below, the percent retained on the 2 mm sieve is most…

A: Given, Sieve analysis data   To find : Percent mass retained on 2.36 mm sieve

Q: Show how did equation 1 and 2 resulted? I have tried it but i resulted to "8tan(40) - C…

A: Given data in question  Loads 8, 16 and 3kN Angle 20 and 40° To find out  Value of C Solve equation…

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

A:

Q: SUBJECT: SOIL MECHANICS Classify the soil using USCS (with explanation) СHOICES: a. CL (lean clay…

A: By using the guidelines of USCS. PERCENTAGE Passing #200 and #4 are used to find the correct…

Q: Following are the results of a sieve analysis: U.S Sieve No. Diameter (mm) Mass Retained (grams)…

A:

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: effective particle size.

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

Q: 5-Draw the relationship between percent passing and sieve size. and discuss. 6-what are the cause of…

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

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: Question 13 Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter…

A:

Q: The following is a tabulation of volumes of cut and fill. The shrinkage factor of the material is…

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

Q: Question 38 Yiren was given a soil sample which yields the following passing percentage for…

A:

Q: The given data shows a sieve analysis of soil samples A, B and C. Percent Sieve Diameter Finer No.…

A:

Q: The particle size characteristics of a soil are given in the table. Using MIT method, determine:…

A: Given data,

Q: • Problem 2- . The following are the results of a sieve analysis. Determine the percent finer than…

A:

Q: Determine the value of the coefficient of uniformity. Round off to

A: Draw the gradation curve as shown below

Q: General classification Granular materials (35% or less of total sample passing No. 200) A-1 A-2…

A: To Determine Group index of the given soil. Given Percentage Passing through each seive size of the…

Q: Sieve size (mm) Mass retained Sieve no. (grams) 3/8" 9.53 4.75 310 10 580 20 0.84 380 60 0.25 260…

A: The given data is: Sieve No. Sieve Size (mm) Mass Retained (grams)       3/8" 9.53 0       4…

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

A:

Q: The following are the results of a sieve and hydrometer analysis. Analysis Sieve number/grain size…

A: The grain size distribution curve is obtained from the result of sieve size analysis and it is…

Q: Determine the value of the coefficient of gradation/curvature.

A: The results of sieve analysis are generally shown on semi-logarithmic plots known as Particle size…

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: 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: A 1000g of sand has been soaked for at least 24hours prior to lab. After drying the sample to…

A: Solution: Given data: i) weight of the sand sample taken = 1000 g ii) W1 = sample 1 + can 1 = 800 g…

Q: Sieve No. Diameter Percent Passing % 4 4.750 97 10 2.000 80 20 0.850 72 40 0.425 43 60 0.250 27 100…

A: We have to find the coefficient of uniformity

Q: Question 29 Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter…

A:

Q: The particle size characteristics of a soil are given in the table. Using USDA method, determine:…

A:

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

A:

Q: 100 01 0.01 0.001 0.0001 Diameter (mm) Figure 1 Grain size distribution Table 1. Soil properties…

A:

Q: From the tabulation of data and result of determining setting time of cement, determine the initial…

A: Penetration rate in mm corresponding to time is given and it has been asked to determine initial…

Q: Given below is the result of a sieve analysis done on a soil sample. Percent Passing % Sieve No. 4…

A:

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: one is finer: Soil A or Soil C?

A:

Q: Percent Diameter Sieve Size Passing in mm (%) 4 4.760 23 10 2.000 19 40 0.420 18 100 0.149 200 0.074…

A: As per the data given, it can be concluded that the required information needed in the question is…

Q: 15. After conducting the grain size distribution analysis of the sand soil samples, following graph…

A:

Q: The following are the results of a sieve analysis. Determine the percent finer than sieve number 60…

A:

Q: 1. Complete the following, show all calculations and graph it. Complete the details in the data…

A: According to guidlines we supposed to answer only first question kindly post other questions…

Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems: