2. Contents
• Soil Classification Systems
• Criteria's of (USCS) soil classification
Soil Grain Sizes
Hydrometer analysis
Soil Plasticity – Atterberg Limits
• AASHTO soil classification
Classification Steps according to AASHTO
Group Index (GI) Formula
3. Soil classification usually based on grain size and soil consistency.
Several classification systems exist :
1- Unified Soil Classification System (USCS) according
to (ASTM D2487-11)
2- American Association of State Highway and
Transportation Officials AASHTO according to
(ASTM D3282-09)
3-U.S. Department of Agriculture (USDA).
4- Burmister Soil Identification System.
5-Massachusetts Institute of Technology (MIT)
4. Sieve Analysis
Grain Size Distribution, Cc, Cu
Hydrometer Analysis
Percent Clay
(% < 2mm)
Liquid Limit Plastic Limit
Plasticity Chart
PI
LL
Coarse-Grained
•Gravel
•Sand
Fine-Grained
•Silt
•Clay
Sieve Analysis
Hydrometer Analysis
Liquid Limit
Plastic Limit
Grain Size Distribution, Cc, Cu
Percent Clay
(% < 2mm) Plasticity Chart
PI
LL
Steps of USCS Process
13. In general….
PI Degree of Plasticity
0 Non plastic
1-5 Slightly plastic
5-10 Low plasticity
10-20 Medium plasticity
20-40 High plasticity
40+ Very high plasticity
(from Burmister, 1949)