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pro vyhledávání: '"Serebrennikova, E. N."'
В данной работе были выяснены причины деформаций конструкций при эксплуатации существующего здания в результате технологических нару
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2425::011a9877a40691c3b3f94db90c77fe25
http://dspace.susu.ac.ru/xmlui/handle/0001.74/7302
http://dspace.susu.ac.ru/xmlui/handle/0001.74/7302
Autor:
Menéndez Pidal de Navascués, Ignacio, Zhussupbekov, A. Zh., Kazantsev, V. S., Serebrennikova, E. N.
Publikováno v:
Proceedings of XIV International Symposium on Rheology of Soil | XIV International Symposium on Rheology of Soil “Future directions of the theory and practice of rheology and soil mechanics” | 08/10/2014-11/10/2014 | Kazan, Rusia
Archivo Digital UPM
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Archivo Digital UPM
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In accordance with Russian, Kazakh and European building regulations, the deformation modulus of soil should be determined in the laboratory and also apply in situ soil tests on the stages of engineering geology prospecting. In this paper we present
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::1cc0e0bbf5761b4f03bd1cc090df07a8
http://oa.upm.es/36777/
http://oa.upm.es/36777/