Ahmad, H. Numerical study of comparing skirt sandpile with deep cement pile to improve load‒settlement response of circular footing in layered soils: Centric and eccentric effects. Elsevier.
Chicago Style (17th ed.) CitationAhmad, Hussein. Numerical Study of Comparing Skirt Sandpile with Deep Cement Pile to Improve Load‒settlement Response of Circular Footing in Layered Soils: Centric and Eccentric Effects. Elsevier.
MLA (9th ed.) CitationAhmad, Hussein. Numerical Study of Comparing Skirt Sandpile with Deep Cement Pile to Improve Load‒settlement Response of Circular Footing in Layered Soils: Centric and Eccentric Effects. Elsevier.
Warning: These citations may not always be 100% accurate.