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Advances in Civil Engineering
/
2021
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Article
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Tab 2
/
Research Article
An Experimental Study on the Geotechnical, Mineralogical, and Swelling Behavior of KPK Expansive Soils
Table 2
Some basic properties of tested soils. Liquid limit: LL; plastic limit: PL; plasticity index: PI; specific gravity:
G
s
.
Locations
Designation
LL (%)
PL (%)
PI (%)
G
s
Karak
S1
60
23
37
2.7
D.I Khan
S2
34
11
23
2.60
Kohat
S3
50.5
20
30.5
2.68