soil classification. what is soil? testing the soil bearing capacity settling characteristics...
TRANSCRIPT
Soil Classification
What is Soil?
Testing the Soil
Bearing Capacity
Settling Characteristics
Drainage
Site Planning
Function of Structure
Site Profile (Contour Map)
Geological Information
Soils Sample Data
Soil Samples
Samples Represent the Site
Taken about 1’-2’ below surface
Boring samples are taken at various locations and depths below the surface (subsurface) for deep foundations.
Unified Soil Classification System
Coarse-Grained Soils
Fine Grained Soils
Highly Organic Soils
Professional Development Lesson ID Code: 8006
Unified Soil Classification System
Sieve Sizes
Silt and clay can pass through the #200 sieve.
Gravels range from 3” down to the size of peas.
Grain Size
Click here to open the Grain Size Chart.
Gravel Identification
Sand Identification
Graded SoilWell-Graded Soils-have a good representation of all particle sizes from the largest to smallest
Poorly-Graded Soils- two typesUniformly-has soil particles nearly the same size.Gap-Graded- contains both large and small particles but the graduation
continuity is broken by the absence of some particle sizes.
Clean vs. Dirty Graded Soil
Clean: contains little or no fines (<5%)
Dirty: contains an appreciable amount of fines ( >12%)
Clay or Silt?
Dry Strength – crushing characteristics
Dilatancy – reaction to shaking
Toughness – consistency near plastic limit
Grain Shape
Soil Color* Can vary with moisture content* May indicate the presence of certain chemical
or impurities* Dark brown /black may indicate organic
material.* Gray, olive green indicate inorganic soils.* Gray-blue or gray-yellow indicates poor
drainage.* Red or yellow may indicate iron oxides.* White to pink may indicate considerable
silica, calcium carbonate, or aluminum compounds.
PlasticityAtterberg Limits:
Plastic Limit-lowest moisture content at which soils can be rolled into 1/8” diameter
thread without breaking.
Liquid Limit- minimum moisture content at which soil will flow when a small shear or cutting force is applied.
Soil Groups
Soil Type Gradation Liquid Limit
Gravel- G
Sand-S
Silt-M
Clay-C
Organic O
Peat- Pt
Well Graded- W
Poorly Graded - P
LL over 50- H
LL under 50 -L