Zobrazeno 1 - 8
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pro vyhledávání: '"Antanas Alikonis"'
Autor:
Antanas Alikonis
Publikováno v:
Journal of Civil Engineering and Management, Vol 7, Iss 3 (2001)
Foundations, erected in the tamped out trenches, are distinguished for a greater bearing capacity of the base in comparison with the foundations which are erected in the dug out trenches. They are also economic in respect of energy and material. The
Externí odkaz:
https://doaj.org/article/facff7e016424db8a14fe1fa09e6b201
Autor:
Antanas Alikonis
Publikováno v:
Journal of Civil Engineering and Management, Vol 7, Iss 1 (2001)
The coefficients of soil porosity and compressibility are not the only indices showing links between loading and squeezability. The index of compressibility is sometimes inconvenient for practical use. The graph of soil compressibility in the system
Externí odkaz:
https://doaj.org/article/4cca4d71b8dd4ab3a42950ba28a078a2
Autor:
Antanas Alikonis
Publikováno v:
Journal of Civil Engineering and Management, Vol 5, Iss 2 (1999)
Disturbance of soil structure influences its density, strength and deformation properties. Among other cases soil structure could be disturbed by compacting it. It is possible to increase deformation properties of sand or gravel by compacting them. H
Externí odkaz:
https://doaj.org/article/c172bd638a9b4b4ea4e0697b94f5b226
Autor:
Antanas Alikonis
Publikováno v:
Journal of Civil Engineering and Management, Vol 5, Iss 1 (1999)
Differential settlement of foundations stimulates the development of cracks in structures. However different rate of settlements could be the reason of cracks. The highest rate of settlement takes place during the consolidation period. Theoretical ca
Externí odkaz:
https://doaj.org/article/16390edf5cd6441d86f8d68788b520ed
Autor:
Antanas Alikonis
Publikováno v:
Journal of Civil Engineering and Management, Vol 4, Iss 4 (1998)
The values of deformation modulus and strength properties of subsoil increases during compaction. The increase depends on the content, grading of the soil, mechanical influence on the soil and other properties. The influenced space with changed soil
Externí odkaz:
https://doaj.org/article/571f9d40db884ddd81e4cc273625f367
Autor:
Antanas Alikonis
Publikováno v:
Journal of Civil Engineering and Management, Vol 4, Iss 2 (1998)
Civil engineering works require strength and stability. Soil subbase strength parameters, ie cohesion and the angle of internal friction are used in calculations. They are experimentally determined parameters. Determination of soil strength parameter
Externí odkaz:
https://doaj.org/article/a127f2d6c94d432da9b934d86b9cf177
Autor:
Antanas Alikonis
Publikováno v:
Journal of Civil Engineering and Management, Vol 3, Iss 11 (1997)
Clay soils have their structural links according to their geological conditions. Compression increases when the soil structural lines are destructed. Even if the density of the soils of distructed structure reaches the density of natural soils, thoug
Externí odkaz:
https://doaj.org/article/108aa9216488433988135a25a7b6a35b
Publikováno v:
Geodezijos Darbai. 5:52-59
REZIUMĖ Pagai sfatybines normas ir taisykles silosiniai korpusai gali nusėsfi iki 30 cm ir pakrypti į soną tg Π⩽0,004. Daugeiio Lietuvoje pastatytų silo sinių korpusų nusėdimų matavimai rodo, kad vidutiniskai jie dažnai esti tik keleto c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb100cf5e624088e0eb1eda6d024d6a6
https://doi.org/10.1080/13921843.1971.10553094
https://doi.org/10.1080/13921843.1971.10553094