Zobrazeno 1 - 10
of 47
pro vyhledávání: '"Z G Ter-Martirosyan"'
Publikováno v:
Construction and Geotechnics. 13:5-15
A large number of scientific works by both Russian and foreign authors are devoted to the interaction of a single pile with the surrounding and underlying soils. Based on experimental, numerical and theoretical studies, various methods, approaches an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c7843cc2a054a366065ef6ba29395832
https://doi.org/10.15593/2224-9826/2022.1.01
https://doi.org/10.15593/2224-9826/2022.1.01
Publikováno v:
Soil Mechanics and Foundation Engineering. 59:211-214
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::623d181e6c651e86db1c8cc28b4a5dd7
https://doi.org/10.1007/s11204-022-09803-w
https://doi.org/10.1007/s11204-022-09803-w
Autor:
Z G Ter-Martirosyan, H H Dam
Publikováno v:
Journal of Physics: Conference Series. 1928:012005
The statement and solution of problems on the interaction of incompressible barrette with the soil massif as part of a pile-raft foundation are considered, taking into account the barrette steps, diameters, the embedded length, as well as nonlinear s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62f29d9c70968299d312c087973ffea6
https://doi.org/10.1088/1742-6596/1928/1/012005
https://doi.org/10.1088/1742-6596/1928/1/012005
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1083:012015
This article provides a solution to the problem of the stress-strain state of a soil mass adjacent to a vertical excavation when applying a uniformly distributed load on its surface. The solution of the problem was obtained by the method of trigonome
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a6ded7274b8ab867b56e071ece3379c
https://doi.org/10.1088/1757-899x/1083/1/012015
https://doi.org/10.1088/1757-899x/1083/1/012015
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1083:012071
This article shows the construction of loading paths for the soil mass points using the example of a phased construction of the subway structure underground part. The solution to the problem was obtained by the finite element method using a PC PLAXIS
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6233bf40111bf5cde7d78b4e53aaa8f3
https://doi.org/10.1088/1757-899x/1083/1/012071
https://doi.org/10.1088/1757-899x/1083/1/012071
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1015:012048
This article is devoted to the quantitative assessment of the stress-strain state of finite width foundations, taking into account their induced anisotropy. The article discusses the stress-strain state of a homogeneous base, which acquires the prope
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::644a402d0091dfee6be884196ccaf5b1
https://doi.org/10.1088/1757-899x/1015/1/012048
https://doi.org/10.1088/1757-899x/1015/1/012048
Publikováno v:
Soil Mechanics and Foundation Engineering. 51:273-281
Statements and solutions of problems of quantitative assessment of the stress-strain state (SSS) of saturated beds of foundations of finite length are presented with consideration of dilatational and shear strains, and the creep properties and degree
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e0313348c1d68b1b7ccf7b2fa9157f71
https://doi.org/10.1007/s11204-015-9289-9
https://doi.org/10.1007/s11204-015-9289-9
Publikováno v:
Soil Mechanics and Foundation Engineering. 51:157-164
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82c34db9434e68ba439a05275dbd7dc4
https://doi.org/10.1007/s11204-014-9272-x
https://doi.org/10.1007/s11204-014-9272-x
Autor:
Z. G. Ter-Martirosyan, A. Yu. Mirnyi
Publikováno v:
Soil Mechanics and Foundation Engineering. 50:223-231
Results are presented for experimental and theoretical investigations of the mechanical properties of nonhomogeneous soils, and the mechanism of SSS formation is examined for different combinations of soil components. A procedure is proposed for pred
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::259f2e420578e0200bee7dfe8af401bf
https://doi.org/10.1007/s11204-014-9238-z
https://doi.org/10.1007/s11204-014-9238-z
Autor:
Z. G. Ter-Martirosyan, I. Luzin
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 698:022040
The article presents the long incompressible pile with a two-layer base interaction problem formulation and solution, taking into account the underlying soil visco-plastic properties by the analytical method. A significant change in the stress-strain
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19244aae377343b77542841986fddbfd
https://doi.org/10.1088/1757-899x/698/2/022040
https://doi.org/10.1088/1757-899x/698/2/022040