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Welcome to CSCA Soil

The CSCA Soil site can be brokendown into two categories:

Physical Properties

Analysis and Testing

 

PHYSICAL PROPERTIES

The specific nature of certain types of soil makes some soils more beneficial for crop growing activities as opposed to road bed construction. The physical properties of certain soils such as sands and gravels the ability to accept and transmit liquids. Understanding the different properties of specific soils helps to clarify why some soils are more effective for sewage treatment as opposed to agricultural operations.

The main physical properties of soil are:

  • Texture

  • Structure

  • Consistency

  • Clay mineralogy

  • Colour

  • Soil profile, stratification and soil horizons

Texture: refers to the relative proportion of different sizes of particles which make up the soil. The distribution of certain particle sizes affects the pore size and distribution of the soil, which is directly linked to the ability of the soil to accept and transport liquid (drainage). The larger the particle sizes the larger the pores, which generally means the better the ability of the soil to drain (coarse gravels). The smaller the particle sizes and the greater the percentage of unified particles, the smaller the pore size, which reduces drainage capabilities of the soil (silts and clays).

Structure: refers to the manner in which soils of different characteristics are arranged in the natural environment. This arrangement has an influence on the soils ability to accept and transport liquids. Common descriptions of structure in soils include:

 Stratified

 Platy

 Fissured

 Blocky

 Lensed

 Granular

 Friable

 

This arrangement between different types of soils or "peds" is important when assessing the physical properties of specific soils, especially if the soil is being transported elsewhere for a specific purpose (ie. raised leaching bed).

Consistency: refers to the degree of adhesion or bonding of the soil particles. This bonding characterizes the "feel" of the soil, as the adhesive properties of particular soils will make them feel "soft","firm, or medium" and "stiff or hard". Based on the consistency of the soil an estimation of the compressive strength of the soil mass can be made.

Clay Mineralogy: The mineral content of specific types of clay soils will have an enormous impact on how well these soils behave in saturated (flooded) conditions. The ability of clay soils to transport water is directly proportional to the shrinking or swelling of clay minerals. Some clay mineral have the ability to swell significantly under moist conditions thereby closing off soil pores and making the soil impermeable. The greater the swelling feature of these types of soil, the more "plasticity" of the soil is noted.

Colour: The general colour and colour patterns found in soil are good indications of the drainage abilities of soil. Soil colours are the result of primary soil particles, iron and manganese oxides and organic matter on the soil particles. When exposed to oxygen, moisture in lesser or greater amounts, these primary soil particles oxidize to create red, yellowish or brown colours in the soil. Soils which are commonly saturated or under moisture conditions will bleach the oxidized colour, or the unoxidized soil particles will exhibit the traditional grey or bluish colours.

Soil Profile: Without a doubt, the single most important feature of determining soil properties or soil conditions is a complete identification of the soil profile, or soil stratification. Soil is rarely consistent to any great depth. Soil types transported by wind or water over time accumulate over parent materials resulting in sometimes very distinctive layers. By excavating a series of bore holes or test holes in the soil, one can assess the various types of soil profiles found, and determine if the profiles of interest are suitable for organic soil conditioning, agriculture use or waste water treatment and disposal.

 
     
   
   
   
   

 


   
 ©Canadian Shield Consultants Inc. 2005 Last modified: 05/13/2005 15:24:22