3. @Civil_Engineering101
SOILS
This is a mixture of weathered rock,
mineral particles, decomposed
plants and animals. It is composed
of particles, water and air. It could
be consolidated (compacted) or
unconsolidated (uncompacted).
4. @Civil_Engineering101
TYPES OF WEATHERING
1. Physical Weathering
(i) Unloading due to erosion
(ii) Impact loading
(iii) Thermal loading
(iv) Wetting and drying
(v) Freezing
2. Chemical Weathering
(i) Oxidation and reduction
(ii) Leaching- migration of ions
downward through the as soil
(iii) solutions (acid)
5. @Civil_Engineering101
TYPES OF SOIL
1. Clay (<0.002)- very cohesive soil.
Less permeable. Little compression.
Particles can be seen by an electron
microscope.
2. Silt (0.063 - 0.002mm)- Particles
can be seen via magnifying glass.
3. Sand (2- 0.063mm)
4. Fine Grit
5. Gravel (2mm - 63mm) Not
cohesive. Very permeable.
Compressible.
7. @Civil_Engineering101
MEASURING SOIL PROPERTIES
1. Atterberg limit- shear
strength indicator.
2. Coefficient of
uniformity- soil gradation.
3. California Bearing Ratio
4. Triaxial Test
5. Consolidation Test
6. Cone penetration Test
7. Standard Penetration
Test
8. Dynamic probes