1. unified soil classification system
2. major divisions are coarse-grained, fine-grained, and organic
VII. Engineering properties of soils
A. Overview
2. soil usefulness is greatly affected by variations in proportions and structure of the three phases
B. Soil strength
2. strength is a function of cohesive and frictional forces
3. vegetation may influence soil strength
C. Soil sensitivity
1. changes in soil strength resulting from disturbances such as vibrations and excavations
3. abundance of fine materials influences sensitivity
D. Soil compressibility
2. partly a function of the elastic nature of soil particles
E. Erodibility
1. ease with which soil materials can be removed by wind or water
3. cohesive, cemented or gravel-rich soils have low erosion factor
F. Hydraulic conductivity
2. higher in sand and gravel, declines with abundance of fine particles
4. very important in many soil environmental problems
G. Corrosion potential
2. depends on soil chemistry, the buried material, and available water
H. Ease of excavation
2. three categories of excavation techniques
I. Shrink-swell potential
2. expansive soils
J. Soil properties determine potential uses
1. clay soils should be avoided for heavy structures
2. soils with high corrosion potential or that do not yield to common excavation should be avoided
VIII. Rates of soil erosion
A. Measurement
2. rates vary with properties, land use, topography, climate
B. Approaches to measurement
2. reservoir siltation analysis
3. Universal Soil Loss Equation (see A Closer Look: Universal Soil Loss Equation)
IX. Sediment pollution