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The variability of the soil engineering properties was modeled by means of experimental observations.
The impact of the microstructural evolution thus obtained from AE and XRCT on relevant engineering properties was determined via water and chloride permeability tests.
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The three major clay minerals that are expedient in aiding civil engineers to predict the effect of clay to the soil engineering properties are namely kaolinite, illite and montmorillonite.
The fresh and various engineering properties are discussed.
The hardened properties and the durability are tested and other various engineering properties are investigated.
When the specimen was hardened, the engineering properties were tested at 3, 7 and 28 days.
Various engineering properties were tested at the ages of 3, 7 and 28 days.
Next, the extent to which various soil engineering properties is identified through experimental examples.
The research efforts directed towards achieving balanced engineering properties are reviewed.
In products consisting of several components, the physical and engineering properties are a function of the proportions of the components.
The engineering properties were determined for various dry densities and water contents ranging from air-dry to fully saturated conditions.
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