THE ACCOUNT OF OPTIONS SHEET OF WALLS PROFILE  LARSEN IN THE DESIGN OF EXCAVATIONS SUPPORTING

Rashid A. Mangushev; Alexandr B. Fadeev

doi:10.22337/2587-9618-2017-13-4-114-120

International Journal for Computational Civil and Structural Engineering (Dec 2017)

THE ACCOUNT OF OPTIONS SHEET OF WALLS PROFILE LARSEN IN THE DESIGN OF EXCAVATIONS SUPPORTING

Rashid A. Mangushev,
Alexandr B. Fadeev

Affiliations

Rashid A. Mangushev: Saint-Petersburg State Architecture and Construction University, Saint-Petersburg, RUSSIA
Alexandr B. Fadeev: Saint-Petersburg State Architecture and Construction University, Saint-Petersburg, RUSSIA

DOI: https://doi.org/10.22337/2587-9618-2017-13-4-114-120
Journal volume & issue: Vol. 13, no. 4

Abstract

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Bending stiffness and strength of steel sheet retaining walls is strongly dependent on shear resistance of pile interlocks. This fact, usually, is not taken into account in domestic practice of design and construction of sheet walls

steel sheet pile wall, strength and rigidity of the tool joint, moment of inertia, moment of resistance

Published in International Journal for Computational Civil and Structural Engineering

ISSN: 2587-9618 (Print); 2588-0195 (Online)
Publisher: Publishing House ASV
Country of publisher: Russian Federation
LCC subjects: Technology: Electrical engineering. Electronics. Nuclear engineering: Materials of engineering and construction. Mechanics of materials
Website: http://ijccse.iasv.ru/index

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