Soil Classification What is Soil Testing the Soil

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Soil Classification

Soil Classification

What is Soil?

What is Soil?

Testing the Soil Bearing Capacity Settling Characteristics Drainage

Testing the Soil Bearing Capacity Settling Characteristics Drainage

Site Planning Function of Structure Site Profile (Contour Map) Geological Information Soils Sample Data

Site Planning Function of Structure Site Profile (Contour Map) Geological Information Soils Sample Data

Soil Samples Represent the Site Taken about 1’-2’ below surface Boring samples are taken

Soil 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

Unified Soil Classification System Coarse-Grained Soils Fine Grained Soils Highly Organic Soils Professional Development Lesson ID Code: 8006

Unified Soil Classification System

Unified Soil Classification System

Sieve Sizes Gravels range from 3” down to the size of peas. Silt and

Sieve Sizes Gravels range from 3” down to the size of peas. Silt and clay can pass through the #200 sieve.

Grain Size Click here to open the Grain Size Chart.

Grain Size Click here to open the Grain Size Chart.

Gravel Identification

Gravel Identification

Sand Identification

Sand Identification

Graded Soil Well-Graded Soils-have a good representation of all particle sizes from the largest

Graded Soil Well-Graded Soils-have a good representation of all particle sizes from the largest to smallest Poorly-Graded Soils- two types Uniformly-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

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

Clay or Silt? Dry Strength – crushing characteristics Dilatancy – reaction to shaking Toughness – consistency near plastic limit

Grain Shape

Grain Shape

Soil Color * Can vary with moisture content * May indicate the presence of

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.

Plasticity Atterberg Limits: Plastic Limit-lowest moisture content at which soils can be rolled into

Plasticity Atterberg 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

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