Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Juriy Zazulya"'
Publikováno v:
Procedia Engineering. 165:845-852
The paper discusses deformation of over consolidated soils in Hardening Soil Model in terms of their initial stress state. When carrying out numerical analysis in Plaxis, it has been stated that Hardening Soil Model “remembers” the history of pre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5e69e636da5c380ce456e329e2d8904f
https://doi.org/10.1016/j.proeng.2016.11.783
https://doi.org/10.1016/j.proeng.2016.11.783
Publikováno v:
MATEC Web of Conferences, Vol 106, p 02011 (2017)
When erecting high-rise buildings, weak underlying soils cause a number of problems in design and construction. In order to ensure the required non-exceedance of the ultimate limit settlements, the combined strip pile foundation has been developed al
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3cddf6fe0c74ca2dd61c14c82e13b98b
https://doi.org/10.1051/matecconf/201710602011
https://doi.org/10.1051/matecconf/201710602011
Publikováno v:
MATEC Web of Conferences, Vol 73, p 01009 (2016)
The paper describes a new method of drill-injection pile installation formed by the sleeve technology with solution injection using the “fracturing” mode and the controlled broadening at the pile end. This method is aimed at high-quality and effe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ed86d6a47630d5595c8afbbe977b8ed5
https://doi.org/10.1051/matecconf/20167301009
https://doi.org/10.1051/matecconf/20167301009