Based on the sieve analysis a soil has % finer for the following sieves: No. 10- 84% ; No. 40- 71% and No. 200- 64%. The liquid limit is 41 and Plasticity index is 14. Classify the soil by AASHT0 classification and give also the group index. a. A-6 (9) b. A-7-6(8) c. A-6 (5) d. A-7-5(8

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: The soil sample is 75% gravel with laboratory result shown below. Is it well graded or poorly…

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Q: • AASHTO SOIL CLASSIFICATION (by AASHTO) AASHTO = American Association of state Highway and…

A: Group Index of soil is the number used to allude to the nature of soil utilized as subgrade material…

Q: For a given sieve analysis: No.4 - % finer is 94, for No 200 - %finer 3. Cu=4.48 Cc=1.22. Classify…

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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: Determine the Coefficient of Uniformity. A 7.64 x 10-1 B 7.78 x 10-1 7.92 (D) 7.67

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Q: For a given sieve analyis: No. 4 - % finer 92%, for No. 200 -%finer 48. LL=30, PL= 8. Classify the…

A: Classify the soil using USCS.

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: Question 1 Marks 15 The laboratory test data of Muscat soil is given below in the table below. Sieve…

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Q: LL=24% and PL=21% Classity the soll using A. USCS (GROUP SYMBOL IS | GROUP NAME IS B. AASHTO (GROUP…

A: Unconfirmed Compressive Strength is generally referred to for the maximum axial compressive stress…

Q: The soil is classified as using the USCS method

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Q: Which of the following nearly gives the %gravel of Soil B using AASHTO? which of the following…

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Q: • Problem 2--- From the following data of the grain size analysis Sieve size #4 #8 #10 #25 #60 #100…

A: To Determine :- a) Cu and Cc b) classify the soil using the unified soil classification system

Q: Based on the sieve analysis a soil has % finer for the following sieves: No. 10- 92% ; No. 40- 68%…

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Q: Based on the sieve analysis a soil has % finer for the following sieves: No. 10- 80% ; No. 40- 68%…

A: Given : LL = 30 PI = 11  and % finer for sieves Required : Aashto classification of soil

Q: A soil with consistency equal to one is at its

A: Consistency is given byCI=LL-wLL-PLWhereLL=Liquid limit of soilPL=Plastic limit of soilw=natural…

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: PROBLEM NO. 2 A fined grained soil (no sand) is found to have a liquid limit of 70%, and a plastic…

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Q: Which of the following Limit is having the lowest water content at which the soil is completely…

A: Shrinkage limit Shrinkage limit is defined as the water content at which the soil changes from  a…

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: Classify the soil by AASHTO system.Justify your answer. provide fbd

A: AASHTO CLASSIFICATION:

Q: For an inorganic soil the data of grain size analysis is as follows Sieve No. 4 10 20 40 80 200…

A: Liquid limit, Plastic limit, To find: The classification of soil using (a) AASHTO (b) USCS methods.

Q: Classify soil A depicted in the table according to the AASHTO classification system. Sieve analysis-…

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Q: I am working on a lab report for a sieve analysis that was conducted in the lab. I got that the soil…

A: Given data; Percentage of Gravel is 20.5% Percentage of sand is 77.8% Percentage of fines is 1.7%…

Q: Subject

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Q: Classify the soil using AASHTO. The liquid limit and plastic limit are found to be 30 and 20,…

A: iLook at the %passing through No 200 sieve :=20%<35% so Granular material

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: 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, designate the following soil. Dio =0.200 mm D10- 0.730…

A: Unified Soil classification system (USC): The USC was first developed by Casagrande in 1948. This…

Q: For a soil specimen, given the following: % passing sieve #4 - 92%, sieve # 10 - 81%, sieve #40=78%,…

A: %passing sieve #4 = 92%%passing sieve #10 = 81%%passing sieve #40 = 78%LL = 48%PL = 16%GI = 18.2

Q: b. A-6(3) c. none d. A-6(4)

A: iLook at the % passing through No 200=60%>35%so Clay-silt material

Q: For a given soil, the following are known: Sieve No. % Passing 4 200 Liquid Limit 33 70 30 Plastic…

A: Given Liquid limit, LL = 33% plastic limit, PL = 12% Percentage Passing seive number 4 = 70%…

Q: The soil is classified as using the AASHTO method (Ignore the group index)

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Q: Based on the sieve analysis a soil has % finer for the following sieves: No. 10- 84% ; No. 40- 71%…

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Q: The amount of soil retained in the #4 sieve is 45g, soil retained in the pan is 108g  and the total…

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Q: the results of the sieve analysis done on a soil are shown below: determine its classification…

A: To determine the classification of the given soil based on USCS.   Given, Sieve No. Sieve Opening…

Q: For a given sieve analyis: No. 4 - % finer 60%, for No. 200 -%finer 40. LL=26, PL= 4. Classify the…

A: Given That Sieve no. % finer No. 4  60% No. 200 40%   LL=26, PL= 4   F200 =40%< 50% So…

Q: Given the test results that follow, classify the soil in both the Unified Soil Classification System…

A: Given:- The test result of the soil sample is given  The percent passing through No. 4 sieve = 48…

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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