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

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

Rashid A. Mangushev, Alexandr B. Fadeev
114-120 DOI 10.22337/2587-9618-2017-13-4-114-120 Published 2017-12-31
PDF (Russian)
How to Cite

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

Authors

  • 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

Keywords:

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

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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Published

2017-12-31

Issue

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

Section

Research article

How to Cite

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

Keywords

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

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