Shallow Strip Foundations Joined by Gently Inclining Envelopes on Highly Compressible Soils

Autor:	Z. G. Ter-Martirosyan, N. Yu. Kiselev, Ya. A. Pronozin
Rok vydání:	2014
Předmět:	General Energy Soil water Compressibility Soil Science Ocean Engineering Geotechnical engineering Geotechnical Engineering and Engineering Geology Geology Water Science and Technology
Zdroj:	Soil Mechanics and Foundation Engineering. 51:157-164
ISSN:	1573-9279 0038-0741
DOI:	10.1007/s11204-014-9272-x
Popis:	Computed behavioral characteristics are presented for a soil bed subject to nonuniform loading, and a computational model and method of controlling interaction between shallow strip foundations and the soil bed with use of strip foundations connected by gently inclining envelopes are proposed. Results are cited for experimental investigations. Computational data and results of geomechanical monitoring of the construction of a 17-story tenement building are presented.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::82c34db9434e68ba439a05275dbd7dc4 https://doi.org/10.1007/s11204-014-9272-x Zobrazit plný text záznamu Plný text ve formátu PDF