The study features compression resistance forces of the clay and silt soil water quality improvement by calcium carbide residue. In the 10 20 and 30 per cent by weight.
The properties are on the compressive strength of clay and sediment supply. Improved quality with calcium carbide residue 10 20 and 30 percent by weight.
Study on unconfined compressive strength properties of clay and sediment supply, improvement of calcium carbide residue in proportion and 10 20 30 by weight.