A soil profile has the following description from the boring logs: Depth (feet) Soil Type N-value 0-20 Sand 12 20-40 Sand 15 40-60 Sand 18 60-100 Sand 20 Determine the appropriate soil profile type.
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Q: Classify the following soils by the AASHTO classification system.
A: Look at the % passing through No 200 sieve=38>35% silt and clay minerals
Q: You are given the following results from Atterberg Limits testing on a soil sample (PL= 30%, LL =…
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Q: 21. Classify the following soil according to USCS. Please present your steps logically Sieve %…
A: Percentage Passing through 4.75 mm sieve ie No.4 sieve = 90% > 50% Hence the Sample is a sand…
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: 2. Classify the soil using the USCS. Give the group symbols and group names.
A: Given: Properties of soil samples A, B, C, D, E
Q: Can I get a step by step for this question? Using the data presented for the given soil sample,…
A: Given data: Soil is Inorganic, Liquid limit=20% Plastic Index=6% Coefficient of uniformity, Cu=5.5…
Q: Classify the following soil using both USCS and AASHTO systems. (SHOW ALL YOUR WORK). LL = 63%, and…
A: Given:- The percent passing through the different sieves of soil is given The liquid limit of the…
Q: Sieve Soil A Soil B 3/4 in. 100 3/8 in 95 No. 4 85 --- 100 75 16 94 63 30 70 51
A: Data given Sieve Sieve size (mm) Percentage Finer Soil A Soil B 3/4 in 19 100 3/8 in 9.5…
Q: Q2. The following are the results of a sieve and hydrometer analysis. 1- Draw the grain -size…
A: Data given Find: Draw the grain -size distribution curve Determine the percentages of gravel,…
Q: 3. Determine the Atterberg Limit soil classification for: soil 1 and soil 3 3 4 2.68 Specific…
A: Given, Atterberg limits for various soils
Q: Classify the soil sample using the U.S. Department of Agriculture textural classification chart.…
A: Draw the line from sand at 60% Draw the line from clay at 70% Draw the line from silt at 35% Find…
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: Soil 1 Diameter or Sieve No. Mass Retained Soil 2 Diameter or Sieve No. Mass Retained (g) (g) ¾ in ½…
A: Given: Sieve sieve size distribution of two soils Required: To (a) Draw particle size distribution…
Q: estion 41 The given datashows a sieve analysis of a soil sample. Classify the soil using AASHTO…
A: The soil sample that has been collected from site must be classified so that designing of foundation…
Q: Difference between index properties of a soil and classification tests.
A: Index properties are properties that are not of utmost significance to geotechnical engineers but…
Q: The resuts of a sieve analysis for an inorganic soil sample are given in the table. If the If the LL…
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Q: SITUATION 3 Classify the soil samples shown below using AASHTO and USCS systems: SIEVE NUMBER SOIL,…
A: Following is required answer :
Q: Percentage finer by weight 100% 80% 60% 40% 20% 0% 0.001 H 0.010 Soil Sample ID H I J L #200 0.100…
A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…
Q: Results and Computation A. Moisture Content Determination Determination Number Moisture Can Number…
A: In table B, The formula of wet unit wt is wrong. The correct formula is: ywet= (G+Se)yw/(1+e) Since…
Q: 11. What is the other term for natural moisture content? A. In-situ moisture content B. On-site…
A: EXPLANATION: Natural moisture content is the ratio of weight of water and the weight of soil solids…
Q: HOMEWORK: Classify the following soils by both the AASHTO and Unified Systems, and give the group…
A: AASHTO System; GI- group index is determined as follows; GI=F-350.2+0.05wL-40+0.01F-15IP-10 Where,…
Q: Classify the group name of the soil by USCS using the data given below: Percent passing the #4…
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Q: One of the most widely known and used soil samplers is the standard split spoon. How?
A: Split spoon samplers:
Q: Problem 4: Using USCS Method and the charts provided, classify the following soil = 23%, Percent…
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Q: Problem E: For Problem 18 to 20. Classify the soil using the Unified Soil Classification System.…
A: To Determine Classification of soil E, F & G using USCS.
Q: Classify the following soils by the Unified (USCS) and AASHTO methods. Where necessary, assume CU =7…
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Q: 3. Classify the following soils using the Unified Soil Classification System. Give group symbols and…
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Q: Situation 1 A sample of soil has the following grain-size characteristics: Size (mm) * SOIL…
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Q: From your Atterberg limits tests on the -40 portion of these samples, you have obtained the…
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Q: Why is the hydrometer method commonly used to obtain data on the sizes of silt and clay particles in…
A: Analysis of the particle size distribution by sieve analysis quantifies categories of particle size,…
Q: Give one or two possible identifications for each of the following. Provide a group symbol and…
A: Solution to the given scenario: Soil having the particle size less than 75 micron is…
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: Classify the following soil using the U.S. Department of Agriculture textural classi- fication…
A:
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: Sieve Analysis Percent Liquid Plastic Cu Finer Limit Limit Dil No. 4 No. 200 70 30 33 12 95 70 52 24…
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Q: Classify Soils A and B as given in Example 9-1 and obtain the names. Assume Soil B to be inorganic.…
A: The soil is classified based on the composition of particle-like sand, gravel, clay or etc., Unified…
Q: Determine the percentages of gravel, sand, silt, and clay according to the AASHTO System. 1. Gravel…
A: To Determine the percentages of gravel, sand, silt, and clay according to the AASHTO System.
Q: Classify the following soils using the USC System. Sieve analysis % finer Soils 12345 #4 95 88 100…
A: USC classification system was developed by Casagrande. In USC system of soil classification, fine…
Q: Classify the following soil using USCS Classification System and identify its group nam
A: Step1:Look at the % of sand and gravel=40+30>50%⇒COARSE GRAINED SOILStep2:Look at the %…
Q: SUBJECT: SOIL MECHANICS A. Determine the approximate size of the soil CHOICES: a. 0.079mm b. 0.093mm…
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Q: A sieve analysis test was performed for a dry soil sample with a total weight (490 gm). Sieve Mass…
A: classification of the soil is done to arrange the soils into different group on the basis of their…
Q: Question # 2: Describe the practical applications of consolidated-drained analysis for clay soil.
A: The consolidated-drained analysis for clay soil is used for determining the drained shear strength…
Q: Classify a soil with 30% clay, 15% silt, 32% sand, and 23% gravel. 100 90, 10 80 20 70 30 Clay 60 40…
A: Consider the given situation and graph The soil is 30% clay, 15% slit, 32% sand and 23% gravel
Q: Classify soils A, B, C, and D based on the USCS (ASTM D2487 - 17) indicating the symbol and soil…
A: Solution: AASHTO soil classification system: Soil A: No. 10 - 78% No. 40 - 75% No. 200- 8% LL = 60…
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