Experimental investigation on pullout capacity of model pile in Cohesionless Deposits. Issue 1 (February 2021)

• Record Type: Journal Article
• Authors: Raja, K; Hasan Abdul Kader, J M; Hariswaran, S
• Is Part Of: IOP conference series. Volume 1055:Issue 1(2021)
• Publication Date: 2021-02
• Subjects: Model pile -- cohesionless deposits -- Pile types; Materials science -- Periodicals; 620.1105
• DOI: 10.1088/1757-899X/1055/1/012028
• Languages: English
• ISSNs: 1757-8981

Abstract

Abstract: In this project, an experimental study is made on pile pullout capacity, varying the diameter of the pile (d), Length to diameter ratio (L/d), the effect of pile inclination or batter angle (α), nature of the pile surface by placing the pile in cohesionless soils. The experimental values are determined and are compared with case studies in literature. In this project, various literatures on pullout capacity of piles were studied and experiment procedure was derived. Poorly graded river sand was used for cohesionless deposit. The sand is tested for engineering and index properties. Two types of piles, rough and smooth with different lengths were tested at different batter angles. The results are plotted in the graph. These graphs are used for comparative studies of various outcomes of the experiment and results were established.