Abstract:
Compaction of soil at engineering construction sites is essential to enhance its geotechnical
properties. Laboratory Standard and Modified compaction tests have been used to determine
compaction characteristics namely Optimum Moisture Content OMC and Maximum Dry
Density MDD. However, these tests are relatively time consuming, require considerable efforts
and large soil quantities to evaluate the suitability of soils used in different engineering works.
The current study aims to correlate soil compaction characteristics and their Atterberg Limits
(Liquid LL and Plastic Limit PL) for soil samples collected at 1-1.25m depth from the campus
site of University of Diyala, Baqubah City. Such correlations are advantageous to predict OMC
and MDD needed to control field compaction specifications. Grain size analysis, specific
gravity, LL, PL, standard Proctor compaction tests were carried out according to American
Society for Testing and Materials ASTM Standards. The laboratory results showed that, based
on Unified Soil Classification System USCS, the soil at the site is of CL type (clayey soil of
low plasticity). Compaction tests revealed that OMC and MDD values were ranged from (15.8-
18.4%) and (1.65-1.73)gm/cm3, respectively. MDD and OMC were correlated with their LL
and PL. It was found that MDD correlates very well with LL and PL with high R
2
equals to
0.8665 and 0.9189, respectively, and OMC correlates with LL and PL with less R
2
equals to 0.4781 and 0.6882, respectively. The presented models were validated using the laboratory
results. Correlations established in this work are useful for the preliminary evaluation of soil
compaction parameters using Atterberg Limits for future engineering constructions in the study
area.
