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:
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
Publikováno v:
Buildings, Vol 13, Iss 5, p 1320 (2023)
With the evolution of modern cosmopolitan cities, subterranean spaces have developed in dense urban environments. Hence, new metro tunnels often intersect with those in operation. The top-priority task of designers is to evaluate the effect of new co
Externí odkaz:
https://doaj.org/article/ba8107fc5a1741638c1b79f7a2de4cc6
Publikováno v:
Axioms, Vol 11, Iss 12, p 679 (2022)
The present paper describes and provides an analytical solution for the problem of evaluating the settlement and load-bearing capacity of weighty soil layers of limited thickness resting upon incompressible soil bases and an excavation pit wall, upon
Externí odkaz:
https://doaj.org/article/4068e8f16e094ae791b157f86bde33e3
Publikováno v:
Applied Sciences, Vol 12, Iss 19, p 9963 (2022)
We address the effect of three groups of factors on supplementary ground surface displacements during tunnel construction. The first group of factors includes the engineering and geological properties of the massif in which the tunneling is conducted
Externí odkaz:
https://doaj.org/article/9c3169e7e57240d98e0b2f2f38772846
Publikováno v:
Axioms, Vol 11, Iss 8, p 353 (2022)
The present paper states and provides an analytical solution for the problem of evaluating the settlement and load-bearing capacity of weighty soil layers of limited thickness resting upon incompressible soil bases and an excavation pit wall upon exp
Externí odkaz:
https://doaj.org/article/d66a16846447490e8fa361762a228005