Classify the following soil using USCS Classification System Parameter Soil A Soil B Gravel 50 0 Sand 40 14 Silt & Soil 30 77 Liquid Limit 25 45 Plasticity Index 15 20
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Classify the following soil using USCS Classification System
| Parameter | Soil A | Soil B |
| Gravel | 50 | 0 |
| Sand | 40 | 14 |
| Silt & Soil | 30 | 77 |
| Liquid Limit | 25 | 45 |
| Plasticity Index | 15 | 20 |
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- Classify the following soil by the AASHTO classification system. Percent passing No. 4 sieve = 92Percent passing No. 10 sieve = 87Percent passing No. 40 sieve = 65Percent passing No. 200 sieve = 30Liquid limit = 22Plasticity index = 8Afine-grainedsoilisfoundtohavealiquidlimitof70%andaplasticlimitof38%. (a) On the plasticity chart for the Unified Soil Classification System, what soil type is this?(b) On the plasticity chart for the AASHTO classification system, what soil type is this?Classify the following soil by the Unified Soil Classification System. Percent passing No. 4 sieve = 82Percent passing No. 10 sieve = 71Percent passing No. 40 sieve = 64Percent passing No. 200 sieve = 41Liquid limit = 31Plasticity index = 12
- geotechnical 2.1. Classify the following Soils using the SUCS Unified System: a) Retained in mesh No.4 = 10%Passes No.4 and is retained at mesh No.200 = 60%Cu = 4; dc = 2Fine Fraction: LL = 40%; LP = 25% b) Retained in mesh No.200 = 20%Pass mesh No.4 = 92% of the total sampleCu = 4; DC = 1.5Fine Fraction: LL = 250%; LP = 150%There is no appreciable content of organic matter.1. Classify the following soils using USCS givegroup symbol and group name.a) A 55% of soil sample retained in sieve no. 4and 89% retained on sieve no. 200. The soilsample has a liquid limit = 28% and plasticLimit = 18% Cu = 4.2, Cc = 1.4 2. A saturated soil has the followingcharacteristics:Initial Volume = 25 cm3Final Volume = 16 cm3Mass of wet soil = 45 gMass of dry soil = 31 ga) Determine the Shrinkage Limitb) Determine the Shrinkage Ratioc) Determine the Specific Gravity of the soilPLEASE ANSWER THIS QUSTION ASAP!! Classify Soil B using USCS
- For the soils that are classified by the following AASHTO symbols, what would be the most likely USCS symbols? (Reference: Liu, 1970) Gravels sands: A-l-a, A-l-b, A3, A-2-4, A-2-5, A-2-6, A-2-7 Fines: A-4, A-5, A-6, A-7-5, A-7-6a. Classify soil A according to USCS. b. Classify soil A according to AASHTO.Q2/ For proposed Earth Dam fill, the soil will be compact to (95%) of standard proctor dry density. The test of borrow area indicate that (ydmax = 18 kN/m3) at optimum moisture content (11%). The soil of borrow area at natural condition has (e = 0.65) and (Gs = 2.68). Determine the minimum volume ofborrowrequired to make (600,000 m3 ) of acceptable compacted fill.
- According to you which is the best software for modeling intraction soil- structure except Abaqus?The following soil as specified by the AASHTO System has the following results:Percent finer than No. 10 sieve . . . . . . . . . . . . . 90Percent finer than No. 40 sieve . . . . . . . . . . . . . . 76Percent finer than No. 200 sieve . . . . . . . . . . .. . 34Liquid limit = 37Plasticity index = 12Calculate the partial group index for the soil that belongs to groups A-2-6.Classify the following soils using the AASHTO classification system. Give group indexes as well.