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References in periodicals archive ?
Sample number Sample 1 Sample 2 Specific gravity ([G.sub.5]) 2.711 2.709 Liquid limit (LL) 29.39 28.84 Plastic limit (PL) 14.42 15.90 Plastic index (PI) 14.97 12.94 [D.sub.10] (mm) 0.01247 0.00909 [D.sub.30] (mm) 0.06612 0.06545 [D.sub.60] (mm) 0.07304 0.07254 Uniform coefficient, [C.sub.u] 5.857 7.977 Coefficient of gradation, [C.sub.c] 4.798 6.494 Unified soil classifications CL CL Sample number Sample 3 Specific gravity ([G.sub.5]) 2.696 Liquid limit (LL) 29.51 Plastic limit (PL) 15.22 Plastic index (PI) 14.29 [D.sub.10] (mm) 0.01097 [D.sub.30] (mm) 0.05478 [D.sub.60] (mm) 0.07099 Uniform coefficient, [C.sub.u] 6.469 Coefficient of gradation, [C.sub.c] 3.852 Unified soil classifications CL Table 4: Water content of the samples after ring shear test.
[42] ASTM, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), D2487-11, ASTM, West Conshohocken, PA, USA, 2011.
[24] ASTM D2487-11, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), vol.
According to the unified soil classification system the soil has been classified as CL (Medium plasticity clay).
The soil used to fill the bags was classified as SC-CL according to the Unified Soil Classification System (USCS), that is, a borderline case between sandy clay and low plasticity clay.
The Unified Soil Classification System was used to classify the soils and to compare the mapped units with published genetic interpretations of the Quaternary geology of the Rouge River drainage basin.
Soils were visually classified and logged using the ASTM Unified Soil Classification System, ASTM D 2488 (2001), which is an engineering classification.
Sample Specific Liquid Plasticity gravity limit (%) index (%) A * 2.60 Nonplastic Nonplastic B ** 2.67 Nonplastic Nonplastic Sample Passing sieve USCS (a) 4.75 mm (%) 0.075 mm (%) A * 79.58 9.58 SW B ** 95.00 15.66 SW * Sample for formulation of the settling velocity equation using digital image processing; ** sample for verification of the settling velocity equation using digital image processing; (a) Unified Soil Classification System.
ASTM D 2487 Classification of Soils for Engineering Purposes (Unified Soil Classification System)
According to the Unified Soil Classification System [9], the soil specimen was classified as high plasticity clay (CH), while the soil was grouped into A-7-5 according to AASHTO classification [10].
After sieve analysis, consistency limit experiments and hydrometer analyses, respectively, were done on this material, which was classified according to AASHTO and unified soil classification system.
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