
THE ACCOUNT OF OPTIONS SHEET OF WALLS PROFILE LARSEN IN THE DESIGN OF EXCAVATIONS SUPPORTING
Author(s) -
Р. А. Мангушев,
A. B. Fadeev
Publication year - 2017
Publication title -
international journal for computational civil and structural engineering
Language(s) - English
Resource type - Journals
eISSN - 2588-0195
pISSN - 2587-9618
DOI - 10.22337/2587-9618-2017-13-4-114-120
Subject(s) - sheet pile , interlock , stiffness , geotechnical engineering , geology , shear (geology) , excavation , shear strength (soil) , structural engineering , materials science , engineering , composite material , pile , soil science , soil water
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