Zobrazeno 1 - 10
of 81
pro vyhledávání: '"Ter-Martirosyan Armen"'
Publikováno v:
E3S Web of Conferences, Vol 533, p 02044 (2024)
The paper presents the solution of the problem of interaction of a single reinforced concrete compressible pile with an elastoplastic single-layer soil mass. The settlement is calculated on the basis of the analytical equation in the elastic formulat
Externí odkaz:
https://doaj.org/article/060825ff15614f3a9d5145f302d0c41b
Autor:
Ter-Martirosyan Armen, Vanina Yuliya
Publikováno v:
E3S Web of Conferences, Vol 410, p 02008 (2023)
In the present paper, there was provided development of the method determining the statement and analytical solution of a problem which evaluates stress statement, settlement and load-bearing capacity of the weighty soil layer of limited thickness th
Externí odkaz:
https://doaj.org/article/31c2f6bc7779422bb102fdff9bebdca3
Publikováno v:
E3S Web of Conferences, Vol 410, p 02005 (2023)
Practice shows that the foundations of buildings located on a sandy base and transmitting dynamic loads to it receive undamped settlement, causing damage to structures and even the collapse of buildings, which best shows the relevance of the affected
Externí odkaz:
https://doaj.org/article/708922213a484c5dabd9216a17d359ad
Publikováno v:
E3S Web of Conferences, Vol 410, p 02033 (2023)
In this paper, an analytical solution to the problem of the interaction of a pile-slab foundation with a 2-layer elastic soil basement is proposed. A new method was proposed to take into account the nonlinearity of soils in an elastic formulation. Th
Externí odkaz:
https://doaj.org/article/763ec87f39d74672a00ec6cc39bfd353
Publikováno v:
E3S Web of Conferences, Vol 363, p 02014 (2022)
Many researchers, including Marachi, Frost, Varadarajan, Mojtaba, Gupta, Kuznetsov and others, have investigated the mechanical properties of coarse clastic soils. In this work, two methods were considered to determine the strength and deformation ch
Externí odkaz:
https://doaj.org/article/010537b9b6c146e88e20fb727ade9c42
Publikováno v:
E3S Web of Conferences, Vol 363, p 02005 (2022)
The article provides a comparative assessment of methods for calculating the sediment of foundations of finite width with and without taking into account the horizontal movements of layers, as well as taking into account the self-weight of layers. As
Externí odkaz:
https://doaj.org/article/c0123163111e42fda922a3813c92b500
Publikováno v:
E3S Web of Conferences, Vol 263, p 02051 (2021)
Rheological studies of soils were carried out by S.S. Vyalov, M.N. Gol’dshtejn, N.N. Maslov, G.I. Ter-Stepanyan, S.R. Meschyan, A.L. Gol’din, Z.G. Ter-Martirosyan and many others. On the basis of existing rheological soil models, a new universal
Externí odkaz:
https://doaj.org/article/e89114107dd245518971fecb4669ad79
Publikováno v:
E3S Web of Conferences, Vol 97, p 04042 (2019)
The article discusses the interaction of concrete structures with the soil, made on the basis of laboratory tests and numerical simulation. The objectives of the study were to obtain the strength characteristics at the contact of two different materi
Externí odkaz:
https://doaj.org/article/fd2fbfdbea1649638df681488b3ac08e
Autor:
Ter-Martirosyan Armen, Othman Ahmad
Publikováno v:
E3S Web of Conferences, Vol 97, p 03025 (2019)
Liquefaction is a phenomenon in which the strength and stiffness of a soil are reduced as a result of seismic or other dynamic effects. Liquefaction was the main reason of the huge damages caused by many earthquakes around the world. The modeling of
Externí odkaz:
https://doaj.org/article/12815a5d0eb34267aaaceffde035464d
Publikováno v:
MATEC Web of Conferences, Vol 251, p 02035 (2018)
At present, numerical methods of calculations, which are implemented in a large number of software complexes, are widely used in geotechnical practice and the definition of input parameters of the ground is very important and necessary to reflect the
Externí odkaz:
https://doaj.org/article/a49a66b6c18944738770b40919abd4f6