Civil Engineering Reference
In-Depth Information
Very silty SAND
SM SML, etc
Very silty SAND; subdivided as for SC
SF
15
Very clayey SAND
SC
SCL
to
Very clayey SAND (clay of low,
SCI
35
intermediate,
SCH
high,
SCV
very high,
SCE
extremely high plasticity)
Gravelly or sandy SILTS
and CLAYS 35% to 65%
ines
Gravelly SILT
MG MLG, etc
Gravelly SILT; subdivide as for CG
FG
Gravelly CLAY
CG
CLG
Gravelly CLAY of low plasticity
< 35
CIG
35 to 50 of intermediate plasticity
CHG
50 to 70 of high plasticity
CVG
70 to 90 of very high plasticity
CEG
of extremely high plasticity
> 90
SILT and CLAYS 65% to
100% ines
Sandy SILT
MS MLS, etc
Sandy SILT; subdivide as for CG
FS
Sandy CLAY
CS
CLS, etc
Sandy CLAY; subdivide as for CG
SILT (M-SOIL)
M
ML, etc
SILT, subdivide as for C
F
CLAY
C
CL
CLAY of low plasticity
< 35
CI
35 to 50 of intermediate plasticity
CH
50 to 70 of high plasticity
CV
70 to 90 of very high plasticity
CE
of extremely high plasticity
> 90
ORGANIC SOILS
Descriptive letter 'O' sufixed to organic matter suspected to be a signiicant constituent. Example MHO: any group
or sub-group symbol. Organic SILT of high plasticity.
PEAT
Pt Peat soils consist predominantly of plant remains which may be ibrous or amorphous.
 
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