THE ACCOUNT OF OPTIONS SHEET OF WALLS PROFILE LARSEN IN THE DESIGN OF EXCAVATIONS SUPPORTING | International Journal for Computational Civil and Structural Engineering

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Published: Dec 31, 2017

DOI: https://doi.org/10.22337/2587-9618-2017-13-4-114-120

Keywords:

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

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

Abstract

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

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Mangushev, R. A., & Fadeev, A. B. (2017). THE ACCOUNT OF OPTIONS SHEET OF WALLS PROFILE LARSEN IN THE DESIGN OF EXCAVATIONS SUPPORTING. International Journal for Computational Civil and Structural Engineering, 13(4), 114–120. https://doi.org/10.22337/2587-9618-2017-13-4-114-120

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Vol. 13 No. 4 (2017): International Journal for Computational Civil and Structural Engineering

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