Abstract:
This spacial study presents the behavior of soil-cement which ratio of cement content at
0% , 5%, 10%, 15%, and 20% are adopted. The purpose of this study is to investigate the properties
of soil, standard compaction test, and strength of soil-cement that obtains from uncinfined compressive
strength test at curing time 1,3,7, and 14 day, respectively
From the result of standard compaction test indicates that cement content increase with
increasing maximum dry density and decreasing optimum moisture content.From the result of unconfined
compressive strength test shows that strength of soil-cement increase with increasing cement content and
curing time.