SUBJECT: SOIL MECHANICS A. Determine the approximate size of the soil CHOICES: a. 0.079mm b. 0.093mm c. 0.140mm d. 0.115mm B. Determine the approximate coefficient of Curvature CHOICES: a. 0.69 b. 0.84 c. 0.51 d. 1.03 C. Classify the soil using AASHTO classification system (with explanation) CHOICES: a. A-1-a b. A-3 c. A-1-b d. A-2-4

Q: Q.2) Classify the following soil using the Unified Soil Classification System (USCS): Sieve No. 4 10…

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

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Q: A soil sample is obtained from the field in order to make an investigation. Its dry mass is 1164 g…

A: To determine the degree of saturation (s) -

Q: The following information is given for an inorganic soil: Percent passing No. 4 (4.75 mm): 46…

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Q: EXERCISE 2 Results from a grain-size (sieve) analysis of a given soil are tabulated below. The soil…

A: Given, Sieve analysis data  LL = 23% PL = 19%

Q: Determine D10, D30, D60, Cu and Cc of the following soils.

A: Soil A Soil B Soil C sieve No. sieve size in mm % finer % finer % finer 4 4.75 84.231 100…

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: 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: Adry soil is mixed with 35% by mass with water and compacted. Volume of wet soil is 0.020 m' and has…

A: Geotechnical engineering : Geotechnical engineering is a subfield of civil engineering that studies…

Q: Figure H7-1 shows a soil profile consisting of a clay layer underlain by layer of dense sand. Above…

A: Sand layer above ground water table Moisture content, w = 18% Degree of saturation, S = 80% Specific…

Q: Q1: Classify the below soil according to Unified Soil Classification System (USCS) and the AASHTO…

A: The percentage of the soil passing through the 75μ sieve is 10%. So, the symbol for the soil has two…

Q: 16. The results for sieve analysis is shown in the following table: Sieve No. 4 10 20 40 60 100 200…

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Q: 22. For a soil specimen, the following are given: % passing Sieve No. 4 = 92% % passing Sieve No. 10…

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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: Q. No 1. Solve the following example for D10, D30, D60, coefficient of curvature and coefficient of…

A: Sieve   Mass  % mass Cumulative % % No Sieve size Retained Retained Retained Finer…

Q: Classify the following soil by the AASHTO classification system. Give the group index. Sieve…

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Q: Classify the following soil using the Unified Soil Classification (ASTM standard). Percentage…

A: Given:- The percentage of soil passing No. 4 sieve = 98 The percentage of soil passing No. 10 sieve…

Q: Classify this Soil Sample accoring to Unified Soil Classification System Soil Sample 1 Percentage…

A: Unified Soil Classification system(USCS): According to this method the soil is classified into two…

Q: Calculate % Silt using the following values; a. Weight of soil= 50 g b. HR reading at 40 sec.= 25 c.…

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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: for soils A and B are as follows:  NOTE: PI=5% for Soil A (Solution are required)   a.) Determine…

A: USCS soil clsssification:iLook at the % passing through sieve no 200=70>50%⇒FINE GRAINED…

Q: 2. Following are the results from the liquid and plastic limit tests for a soil. LIQUID LIMIT TEST…

A: As stated by the student , i am solving problem 2 Given: Liquid limit test data and plastic limit =…

Q: Classify the following soil using the U.S. Department of Agriculture textural classification. Sand:…

A: Consider the texture  classification graph of soils.

Q: Subject

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Q: Classify the soil according to the soil classification system AASHTO: With the following data:…

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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: 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: A relatively loose, uncompacted sandy fill that is originally 6 ft in thickness is found to have a…

A: Data given relative density, ID = 40% thickness, H = 6 ft emin = 0.46 emax = 0.90 G = 2.65 Find (a)…

Q: Classify the following soils in the AASHTO classification system. Soil Sieve analysis - Percent…

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Q: Subject: soil mechanics Please help me. Urgent This is not an assignment question Thank you

A: size(mm) cumulative percentage finer %finer 2.00 100 100-74=26 0.075 74 74-60=14 0.05 60…

Q: Answer ALL Questions Time: 2 Hours Q3: Classify the following soil by using the Unified soil…

A: given liquid limit= 60% and plastic limit =40% plasticity index=LL-PL Ip=LL-PLIp=60-40Ip=20%

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: A soil particle has the following grain characteristics Size (mm) Percent Fine 2.0 0.050 0.0075 <…

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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 following water content data are from several plastic limit tests for a soil. Determine PL of…

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Q: 2- Classify the following soil according to USCS U.S. Sieve Mass of soil No retained on the

A: Sieve   Mass  % mass Cumulative % Cumulative % No Sieve size Retained Retained Retained Passing…

Q: 4. A saturated soil has the following chraracteristics: initial volume = 19.65 cu. Cm final volume =…

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Q: Question 8 Classify the following soil using the U.S. Department of Agriculture textural…

A: The given data is shown below: Sand=45Silt=35Clay=20

Q: Classify the soil A & B using USCS system

A: ##Classification of SOIL A AND B  using USCS system ###

Q: Given the liquid limit of soil equal to 70% and its plastic limit is 38% What will be the Liquidity…

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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: 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…

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.