The dissertation reviewed the use of sandy soil containing salt using a
new material, fiberglass at different ratios under the influence of machine
foundation loads.
The dissertation highlighted that sandy soil was mixed with salt at
ratios of 20% and 40%, while lower ratios such as 10% and 30% were tested but
not studied due to their minimal effect.
The dissertation demonstrated that increasing the percentage of
reinforcing material increases the efficiency of the foundation, a 2% ratio
yielded good results in soil settlement at a lower cost and the final results
of the improvement were better in saturated soils compared to dry soils.
Contact us for any inquiries about the services provided by the Ministry of Higher Education and Scientific Research
