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Advances in Materials Science and Engineering
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Advances in Materials Science and Engineering
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2016
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Article
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Tab 2
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Research Article
Comparison of Effects of Using Geosynthetics and Lime Stabilization to Increase Bearing Capacity of Unpaved Road Subgrade
Table 2
Liquid limit and plastic limit experiments for natural soil and lime state.
Atterbeg (consistency) limits
ā
Liquid limit
Plastic limit
Plasticity index
Natural
57
27
30
3% lime
54
32
22
6% lime
51
35
16
12% lime
50
39
11