Use the Unified Soil Classification System (USCS) to classify (group symbol and
ID: 1711398 • Letter: U
Question
Use the Unified Soil Classification System (USCS) to classify (group symbol and group name) the following soils. Please answer soil No. 1-6 and give solutions to the answers aswell.
Soil Use the Unified Soil Classification System (USCS) to classify (group symbol and group name) the followings soils: Soil Soil Group Group No. Soil Properties Symbol Name From sieve analysis: 15% passing No. 4 sieve; 2% passing No. 1200 sieve: coefficient of uniformity = 5.0; coefficient of gradations 2.00. From sieve analysis: 72% passing No. 4 sieve; 33% passing No. 200 sieve. From Atterberg limit tests on fine fraction: Liquid limit = 35%; plasticity index = 21%. 100 pm 80 60 E 40 20 1000 100 10 0.1 0.01 Particle Size (mm) From sieve analysis: 20% retained on No. 4 sieve; 49% retained on No. 200 sieve. From Atterberg limit tests on fine fraction: Liquid limit = 10%; plasticity limit = 5%. 5 From sieve analysis: 0% retained on No. 4 sieve; 24% retained on No. 200 sieve. From Atterberg limit tests on fine fraction: Liquid limit = 60%; plastic limit = 30%. 6 Soil contains primarily organic material and is dark in colorExplanation / Answer
1) GW- well graded gravel
2) CL- Inorganic clays of low to medium plasticity, clays, sandy clays, silty clays, lean clays
3) SW- Well graded sands
4)CL_ML inorganic clays, inorganic silts
5)CH- inorganic clay of plasticity, fat clays
6)pt- peat
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