Analytical solution for active pressure of narrow backfills considering arching effect. Issue 1 (13th June 2020)

• Record Type: Journal Article
• Authors: Ghobadi, Sahar; Shahir, Hadi
• Is Part Of: Engineering computations. Volume 38:Issue 1(2021)
• Page Start: 221
• Page End: 241
• Publication Date: 2020-06-13
• Subjects: Active pressure -- Arching -- Narrow cohesionless backfill -- Principal stresses rotation -- Surcharge; Computer-aided engineering -- Periodicals; Computer graphics -- Periodicals; 620.00285
• DOI: 10.1108/EC-09-2019-0399
• Languages: English
• ISSNs: 0264-4401

Abstract

Abstract : Purpose: The purpose of this paper is to study the distribution of active earth pressure in retaining walls with narrow cohesion less backfill considering arching effects. Design/methodology/approach: To this end, the approach of principal stresses rotation was used to consider the arching effects. Findings: According to the presented formulation, the active soil pressure distribution is nonlinear with zero value at the wall base. The proposed formulation implies that by increasing the frictional forces at both sides of the backfill, the arching effect is increased and so, the lateral earth pressure on the retaining wall is decreased. Also, by narrowing the backfill space, the lateral earth pressure is extremely decreased. Originality/value: A comprehensive analytical solution for the active earth pressure of narrow backfills is presented, such that the effects of the surcharge and the characteristics of the stable back surface are considered. The magnitude and height of the application of lateral active force are also derived.