The procedure is a laboratory method employed to determine the maximum achievable dry density of a soil at its optimum moisture content. This compaction test involves compacting soil samples with a specified amount of compactive effort. The resulting dry density is then determined, and a curve is plotted showing the relationship between dry density and moisture content. The peak of this curve represents the maximum dry density, and the corresponding moisture content is the optimum moisture content. This information is critical for evaluating the suitability of soil for use as fill material.
Achieving the greatest possible density for earthworks construction is vital for ensuring stability, minimizing settlement, and maximizing strength of the finished structure. Proper soil compaction reduces the potential for failures, increases load-bearing capacity, and minimizes permeability, which is essential for preventing water damage and erosion. This testing methodology has been utilized extensively throughout the 20th and 21st centuries and remains a cornerstone of geotechnical engineering practice, underpinning countless construction projects worldwide.