The given data sohws a sieve analysis of a soild sample. Classify the soild using AASHTO Method. Sieve No.     Diameter (mm)     Percent Passing   No. 4                4.760                         96   No. 8                2.380                         80   No. 10              2.000                         78   No.20               0.840                         61   No.40               0.420                         56

Q: the soil using USCS for the data given: Sieve Size 4.75 mm, weight retained 20 g; Sieve Size 0.075…

A: Given data-  LL = 40 PL = 18  weight retained 730 g 1000 g of soil was used.

Q: Do the following: a) Calculate the percent retained and percent passing each sieve, and graph the…

A:

Q: In the dry sieve analysis of soil the sieves are placed as sequential order one below the other as:…

A: answer is true   explanation is given in below step

Q: Following the sieve analysis and the specific gravity of "SAND 1", a hydrometer test was performed…

A: The hydrometer test is used to determine the distribution of soil particle sizes that are smaller…

Q: SIEVE ANALYSIS Seive No. Sieve + Soil (g) Empty Sieve (g) 3/4" NA 1/2" NA 3/8" NA # 4 505.4 497.8…

A: Given data:

Q: TEEB PL= Soil Sieve Liquid Analysis(Percentage Limit Finer No. 4 87.4 No. 200 8.9 34.7 PI 29.9 of Cu…

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Q: Obtain fineness modulus for following sieve analysis data

A: Given: Sieve size (mm) %retained  9.5 0.00 4.75 16.00 2.36 19.00 1.18 12.00 0.6 13.00…

Q: A Classify the soil samples shown below using AASHTO and USCS systems: Sieve No. 4 10 20 40 60 100…

A: Following is required answer :

Q: the given data shows a sieve analysis of a soil sample. classify the soil using aashto method. a.…

A: Given : Liquid limit, LL = 38% Plastic limit, PL = 29% Sieve No. Diameter (in mm) Percentage…

Q: In the dry sieve analysis of soil the sieves are placed as sequential order one below the other as:…

A: Sieve analysis deals with the method for the determination of grain size distribution in soils. An…

Q: The results of the sieve analysis done on a soil are shown below Sieve No. Diameter Soil A 4 4.760…

A:

Q: Classify the soil B & C using AASHTO system

A: Soil-B  % passing through  #200=33% % passing through  #40=51% % passing through  #10=77%

Q: Classify Soil C (group classification and group index) using AASHTO method. SOIL SAMPLE SIEVE NO.…

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Q: L II. Percentage of clay, silt, sand and Gravel in the soil sample Uniformity coefficient and…

A: Answer Let us first calculate the % finer and draw the grain size distribution curve Example for…

Q: Problem 2 Classify the soil using USCS system. Give the group symbols and group names. Soil Sieve…

A: For soil 'e' (I) since % finer #200 is 11% , So the soil is course grained soil. (II) as % finer #4…

Q: For a given sieve analyis: No. 4 - % finer 100%, for No. 200 -%finer 86. LL=55, PL= 28. Classify the…

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Q: a. Classify soil A using AASHTO method. b. Classify soil B using AASHTO method c. Classify soil C…

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Q: a. Computation must be complete. Problem SOIL TESTING SUMMARY SAMPLE SIEVE NUMBER 10 30 40 60 100…

A: Solution: Solution: a. 1. %retained on the #200 (R200) =14.28 % retained on the #4 (R4)=100, As it's…

Q: the given data shows a sieve analysis of a soil sample. clarrify the soil using aashto method.…

A: Given Seive No Seive diameter Percentage Passing through each seive size. To Determine The…

Q: lable 5.2 Unified Soll Classification System (Based on Material Passing 76-2-mm Sieve) Criteria for…

A: Passing from sieve 200 =17% Passing from sieve 4=100%  it means sieve belongs to sand  fines are…

Q: 2.2 U.S. sieve no. 4 10 20 40 60 80 100 200 Pan Mass of soil retained (g) 0 44 56 82 51 106 92 85 35…

A: Sieve analysis is given for a soil. The particle size distribution curve can be drawn for the soil…

Q: 3. Soil Classification

A: a.) The expression for coefficient of uniformity is given as Cu=D60D10 Substitute the value in above…

Q: Table 1- Sieve Analysis Results Sieve and Retained Retained Cumulative Cumulative Opening Size (mm)…

A: Given data,

Q: eve No. Diameter Soil A 4 4.760 89 6 2.380 70 10 2.000 63 20 0.840 55 40 0.420 40 60 0.250 31 100

A: Step1:Look at the % passing through sieve no 200=4<50%⇒COARSE GRAINED SOIL

Q: Complete the following table and draw the Soil Gradation Curve for the given soil. Calculate Cc and…

A: The given table is shown below: Sieve  Amount retained (g) Cum Amount Retained (g)   Cumulative %…

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: Q2 The figure below gives the grain-size distribution of twa soils. 100 80 Soil A 60 Soil B 40 20…

A: Let us Classify the soil using ASTM-CS method in step 2.

Q: Determine: 1. The coefficient of gradation  2. The uniformity coefficient  3. Sorting Coefficient

A: Particle size distribution D10 = percentage of finer than 10  D60 = percentage of finer than 60…

Q: Percent Passing (by weight) You are provided the mechanical sieve/hydrometer and Atterberg Limit…

A: Given: Soil LL PL 1 68 19 2 39 31 3 NA NA To find: The soil classification with the…

Q: Classify the soil using USCS (with explanation) CHOICES: a. GW (well graded gravel with sand) b. SP…

A: To classify the given soil with the help of the sieve analysis result.   Given, Sieve Size…

Q: 2. The result of sieve analysis of three soils is given. It is required to classify these soils…

A:

Q: Questl The given data shows a Sieve No. Diameter (mm) Percent Passing 100 No. 4 4.760 91 No. 8 2.380…

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Q: Yiren was given a soil sample which yields the following passing percentage for different sieves.…

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Q: 4. The result of sieve analysis of three soils is given. It is required to classify these soils…

A: Given, To determine, to classify these soils according to the AASHTO Classification system

Q: Classify Soil D (group symbol and group name) using USCS method: SOIL SAMPLE SIEVE NO. DIA. (mm) A B…

A: Following is required classification for soil D :

Q: A The results of the particle-size analysis of the soil are as follows: Percent passing No. 10 sieve…

A: Asked: To classify the soil using the given results of particle size analysis based on AASHTO…

Q: SIEVE ANALYSIS Percent Passing Sieve No. Diam. (mm) Soil A Soil B Soil C # 4 4.76 100 100 100 # 8…

A: Given data:- Sieve No. Dia (mm) Percentage passing Soil A Soil B Soil C 4 4.76 100 100 100…

Q: Classify soil A using USCS method.

A:

Q: For a given sieve analyis: No. 4 - % finer 100%, for No. 200 -%finer 45. LL=36, PL= 22. Classify the…

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Q: Using the Unified Soil Classification System classify the following three soils: Sieve size Soil 1…

A: Solution: The unified soil classification depends on the percentage of soil passing through NO. 200…

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: