Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Jonas Amšiejus"'
Publikováno v:
Engineering Structures and Technologies, Vol 3, Iss 2 (2019)
In most cases, the bearing capacity of the pile under natural conditions can be determined by applying static and dynamic pile tests as well as the numerical modelling of a dynamic test. The integrated business problem is employed for calculating ver
Externí odkaz:
https://doaj.org/article/58c4f05965da4e6a943c1965e8ea8397
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 8, Iss 1, Pp 25-31 (2013)
An influence of the end boundary conditions to distribution of stress and strains in a soil specimen during conventional compression triaxial tests is analyzed by the experimental and numerical methods. An evaluation of actual stress state is importa
Externí odkaz:
https://doaj.org/article/949ced8a246a48b7b2b867482c1245df
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 5, Iss 3, Pp 139-147 (2010)
Investigation of the porosity of Klaipėda sand by oedometric test is presented. The Klaipėda sand is typical Baltic see-shore sand consisting of grains the average diameter of which varies from 1.18 mm to 0.3 mm. Variation of the porosity during oe
Externí odkaz:
https://doaj.org/article/fda7d98650da4df7b4a39ca9a8c5b45a
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 4, Iss 2, Pp 54-60 (2009)
The triaxial test is a most widely used laboratory method for determining the soil shear strength. It is assumed that a soil sample deforms uniformly during triaxial testing. But one often faces a case when the sample in the triaxial apparatus deform
Externí odkaz:
https://doaj.org/article/b20600df2a494f16bb55934a081ce9ac
Autor:
Jonas Amšiejus, Neringa Dirgėlienė
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 2, Iss 3, Pp 125-131 (2007)
According to the currently valid standards, bearing resistance can be calculated applying direct informationalstatistic method which includes probabilistic models of margin of resistance Z = R – E. Probabilistic methods allow to determine the influ
Externí odkaz:
https://doaj.org/article/97414f2aa53344b9ae8030366af58a42
Publikováno v:
Journal of Civil Engineering and Management, Vol 20, Iss 1 (2014)
The article focuses on the method for evaluation of ultimate bearing capacity for a vibratory pile having acceleration data recorded during the tests. The simulation vibratory pile installation test was performed in the testing stand. Accelerations w
Externí odkaz:
https://doaj.org/article/df14b16cb8a24fbfa88c9f04a5bbf5f4
Publikováno v:
Journal of Civil Engineering and Management, Vol 19, Iss 1 (2013)
Investigation of the compression properties of Klaipėda sand by oedometric testing and numerical modeling is presented. Klaipėda sand is characteristic of the Baltic seashore region sand. Experimental investigation was performed with fraction corre
Externí odkaz:
https://doaj.org/article/a75f4f68311742d195a139a371e2c076
Autor:
Darius Macijauskas, Jonas Amšiejus
Publikováno v:
Mokslas: Lietuvos Ateitis, Vol 1, Iss 5 (2011)
The analysis of load distribution in deep foundations found in dense and indiscrete sand between base and shaft is considered in this paper. The availability of designing deep foundations in sand with dilatancy was studied with changing dilatancy ang
Externí odkaz:
https://doaj.org/article/55d60b141fb242b0a61b353a711364b2
Autor:
Šarūnas Skuodis, Jonas Amšiejus
Publikováno v:
Engineering Structures and Technologies, Vol 3, Iss 1 (2011)
This work presents experimental tests on typical Baltic sea-shore sand along Klaipėda. The paper looks into changes in loaded soil void ratio when using different types of sand fractions in Klaipėda region. Three different types of sand fractions,
Externí odkaz:
https://doaj.org/article/b0ba735436a14bb598015e91ebf75432
Publikováno v:
Engineering Structures and Technologies, Vol 1, Iss 4 (2009)
The article considers linear half space subjected to the circular load of constant intensity. Point settlement is determined by integrating relation to an infinitesimally small area, as per the Bussinesque solution, for concentrated load. The authors
Externí odkaz:
https://doaj.org/article/0ea41aac5aba4b4abdee7b26ce966fdd