Zobrazeno 1 - 10
of 55
pro vyhledávání: '"A Z Ter-Martirosyan"'
Publikováno v:
Vestnik MGSU, Vol 19, Iss 9, Pp 1530-1540 (2024)
Introduction. Determination of strength and deformation characteristics of soils composing the soil mass is the key process of calculation and design of structures of all types. High accuracy in determining mechanical characteristics plays a huge rol
Externí odkaz:
https://doaj.org/article/71881224ff624067a8e896b990518c18
Autor:
A. Z. Ter-Martirosyan, V. V. Rud
Publikováno v:
Vestnik MGSU, Vol 19, Iss 6, Pp 991-1005 (2024)
Introduction. One of the effective approaches to assessing the impact of tunnel construction works involves a comprehensive approach to problem-solving, including determination of the face-support pressure to ensure the stability of the tunnel face a
Externí odkaz:
https://doaj.org/article/f49f95574df84e72a925ceb47d1935c8
Publikováno v:
Vestnik MGSU, Vol 18, Iss 10, Pp 1574-1586 (2023)
Introduction. The most common method of determining the mechanical characteristics of the soil is triaxial compression testing. This type of testing is widely used both for applied and scientific purposes, and is described in the works of both domest
Externí odkaz:
https://doaj.org/article/8675fdd4fd0d4f9b92dcd46b5a01e8c6
Publikováno v:
Buildings, Vol 14, Iss 9, p 2830 (2024)
Despite numerous studies of single piles and practical experience with their application, methods for calculating settlements of pile foundations remain limited. The existing objective need for specialized methods of pile foundation settlement calcul
Externí odkaz:
https://doaj.org/article/3c3a593e6f0c4a2aac37f4b882641a11
Publikováno v:
Applied Sciences, Vol 14, Iss 17, p 8064 (2024)
Most of the existing methods of pile settlement calculation, including normative methods, do not fully take into account the processes occurring in the soil when loads are transferred to them and the changes in the properties of the contact zone soil
Externí odkaz:
https://doaj.org/article/15812f8159924e9e97d76722641909f9
Publikováno v:
Applied Sciences, Vol 14, Iss 15, p 6435 (2024)
The construction of tunnels in conditions of dense urban development affects buildings, structures, and engineering communications located at the surface. In this work, through dispersion analysis, factors influencing the settlement of the earth’s
Externí odkaz:
https://doaj.org/article/8a527f11aef8420db101033b6018ceec
Publikováno v:
Applied Sciences, Vol 14, Iss 14, p 5974 (2024)
Due to the high rate of the development of housing, transportation and hydraulic engineering construction in the last hundred years, the study of the phenomenon of creep of clay soils has become a subject of scientific research. In the study, experim
Externí odkaz:
https://doaj.org/article/2f944a63629e449c8dac5de1b346065f
Publikováno v:
Axioms, Vol 12, Iss 7, p 629 (2023)
Vibratory piling technology does not require analytical tools to predict displacement rates and arising forces. The authors consider the problem of vibratory driving of a pile into a homogeneous unsaturated sandy massif under the action of static and
Externí odkaz:
https://doaj.org/article/6f011b74661a45418f566c7343f4edbe
Publikováno v:
Axioms, Vol 12, Iss 6, p 594 (2023)
Dynamic loading causes (1) a substantial change in the strength and deformation parameters of sandy soil and (2) excessive viscoplastic deformation. The goal of this study is to create a new analytical solution to the problem of the settlement of (1)
Externí odkaz:
https://doaj.org/article/cdf106f0456e4700bebc46d347710cc8
Publikováno v:
Axioms, Vol 12, Iss 6, p 536 (2023)
The present paper describes and provides an analytical solution to the problem of the stress state of a limited-thickness soil basis resting on an incompressible soil base, under the action of two distributed loads of different intensities near the r
Externí odkaz:
https://doaj.org/article/656169f046054d67942f0b5f496ec134