Determine : 1. Soil classification of soil A using AASHTO method. 2. Soil classification of soil B using USCS method. 3. Soil classification of soil C using USDA method.
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Q: Classify the following soil by the USCS: Passing #200 Sieve: 30% Passing #4 Sieve: 30% Liquid…
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Q: Classify soil A using USCS
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A: The given data is shown below: Sand=45Silt=35Clay=20
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A: Solution: AASHTO soil classification system: Soil A: No. 10 - 78% No. 40 - 75% No. 200- 8% LL = 60…
Q: SITUATION 9 The result of sieve analysis of three soils is given next. It is required to classify…
A: Step 1:Look at % passing through No 200: 38%>35 so SILT-CLAY MaterialStep…
Q: Define Fine-textured soils.
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Q: LL 35 46 PL 20 29 Cu 7 5 a.) Classify Soil A using AASHTO method b.) Classify Soil B using USCS…
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Q: Classify the soil according to the AASHTO Classification System.
A: Solution: Given: Liquid Limit (LL)=52 Plastic Limit (PL)=40 Plasticity Index (PI)= LL-PL=52-40=12
Q: O Classify the soil sample A using USCS Method Classify the soil sample B using AASHTO Method a…
A: Given, Sieve analysis data To find - Classification of soil
Determine :
1. Soil classification of soil A using AASHTO method.
2. Soil classification of soil B using USCS method.
3. Soil classification of soil C using USDA method.
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- Calculate the CEC of a 100g soil sample that was found to contain the following cations: Ca2+ = 0.12g Mg2+ = 0.024g K+ = 0.078g Al3+ = 0.027g NH4+ = 0.036g H+ = 0.002gGiven below is the result of a sieve analysis done on a soil sample.Sieve No. Diameter Percent Passing %4 4.750 9510 2.000 8220 0.850 7340 0.425 5360 0.250 23100 0.150 14200 0.075 7Pan --- 0Determine the value of the coefficient of uniformityThe given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Soil A 4 4.760 96 8 2.380 80 10 2.000 78 20 0.840 61 40 0.420 56 60 0.250 48 100 0.150 39 200 0.075 33 Characteristics of No. 40 Fraction LL 46 PL 31
- using tge inverse distance weighted interpolation method and the value of three known soil samples, calculate the gold concentration in the unknown point, P01. Use a power (exponentO of n=3 Samples /Au ppb / Eastings / Northings Soil 01 / 17 344937 250624 Soil 02 / 253 / 345261 / 249165 Soil 03 / 1002 / 345584 / 249137 P01 / ? 345123 / 249098 Round to the onesDetermine the percentage of Silts and Clays based on USCS for the grain-size characteristics of a soil are given as follows: Round off your answer to two (2) decimal places. Size (mm) Percent Finer 0.850 100.00 0.425 92.10 0.250 85.80 0.150 77.30 0.075 62.00 0.040 50.80 0.020 41.00 0.010 34.30 0.006 29.00 0.002 23.00The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Soil A 4 4.760 80 8 2.380 71 10 2.000 69 20 0.840 63 40 0.420 57 60 0.250 43 100 0.150 40 200 0.075 39 LL 36 PL 21
- 5. The following information is obtained from a sieve analysis to determine the range of particle sizes in a granular soil sample. Sieve Size Sieve Opening (4.76) Percent Finer#4 4.76 96#10 2.00 80#20 0.84 51#40 0.42 38#60 0.25 25#100 0.149 12#200 0.074 5 Present the information as grain-size curve on semi-logarithmic coordinates of percent finer against particle size diameter. From the plot, determine the uniformity coefficient Cu.40.) The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below. 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 No. 60 0.250 48 No. 100 0.150 39 No. 200 0.075 33 Characteristics of No. 40 Fraction LL 38 PL 29 A. A-2-4(0) B. A-1-b(0) C. A-1-a(0) D. A-3(0) E. A-2-5(0)The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Percent Passing 4 4.760 100 6 2.380 91 10 2.000 88 20 0.840 76 40 0.420 55 60 0.250 50 100 0.150 47 200 0.075 46 Characteristics of No. 40 Fraction LL 50 PL 34
- Determine the percentage of Clays based on AASHTO Soil classification system for the grain-size characteristics of a soil are given as follows: Round off your answer to two (2) decimal places. Size (mm) Percent Finer 0.850 100.00 0.425 92.10 0.250 85.80 0.150 77.30 0.075 62.00 0.040 50.80 0.020 41.00 0.010 34.30 0.006 29.00 0.002 23.0041.) The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below. 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 No. 60 0.250 48 No. 100 0.150 39 No. 200 0.075 33 Characteristics of No. 40 Fraction LL 37 PL 25 A. A-2-4(0) B. None of these. C. A-2-5(0) D. A-2-6(0) E. A-2-7(0)Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 95 10 2.000 82 20 0.850 65 40 0.425 36 60 0.250 22 100 0.150 14 200 0.075 5 Pan --- 0 Determine the value of the coefficient of uniformity.