Open AccessExperimental research of retaining walls with structural surface
Author(s) -
Radomir Timchenko,
D.А. Krishko,
V.O. Savenko
Publication year - 2018
Publication title -
zbìrnik naukovih pracʹ. serìâ: galuzeve mašinobuduvannâ, budìvnictvo
Language(s) - English
Resource type - Journals
eISSN - 2518-1106
pISSN - 2409-9074
DOI - 10.26906/znp.2018.51.1305
Subject(s) - retaining wall , geotechnical engineering , bearing capacity , boundary (topology) , structural stability , surface (topology) , massif , water content , moisture , structural engineering , materials science , geology , engineering , composite material , geometry , mathematics , mathematical analysis , geochemistry
The retaining walls are one of the most widespread types of engineering structures. Behaviour numerous studies of various soils with soaking have showed that their bearing capacity and compliance are closely related to their moisture content degree. To obtain information on the displacements and sediments of model structures and grounds, the hour-type indicators are used. The carried out researches have shown that with the same ground base, loading and boundary conditions, evident for a retaining wall with a structural surface, there is an inclusion in entire soil massif work. The uniformity of the structures and the ground base general deformations, in turn, provides retaining wall with a structural surface greater stability.