Soil Classification (AASHTO and USCS)

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Cobbles or Boulders Grain Size Distribution Curves GRAVEL SAND FINES
Atterberg limits Atterberg limits are the limits of water content used to define soil behavior. The consistency of soils according to Atterberg limits gives the following diagram.
Page 1 and 2: CE 240 Soil Mechanics & Foundations
Page 3 and 4: Objective Classifying soils into gr
Page 5: Soil particles The description of t
Page 9 and 10: Definition of Grain Size No specifi
Page 11 and 12: Note: Classification (Cont.) The fi
Page 13 and 14: Some Explanations of Group Index GI
Page 15 and 16: General Guidance - 8 major groups:
Page 17 and 18: This is the example of Das, Example
Page 19 and 20: Unified Soil Classification System
Page 21 and 22: (Das, Table 4.2)
Page 23 and 24: USCS System (cont.) • A typical U
Page 25 and 26: Classification of Soils • If the
Page 27 and 28: Coarse-grained Soils
Page 29 and 30: Gravel 98-62 = 36% Sand 62-8 = 54%
Page 31 and 32: Example - Soil A (Cont.) • Soil A
Page 33 and 34: PI The Plasticity Chart L H LL (Hol
Page 35 and 36: Example Passing No.200 sieve 30 % P
Page 37 and 38: This is the Figure 4.7 of Das’ te
Page 39 and 40: Borderline Cases (Dual Symbols, con
Page 41: Reading Assignment: Das, Ch. 4 Home

Soil Classification (AASHTO and USCS)

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