Zobrazeno 1 - 10
of 15
pro vyhledávání: '"I. A. Matyashevich"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 14:247-250
1. The installation of ground anchors by embedding casings with an IP-4603 pneumatic punch on positioning it in the lower section of the casings provides for quality pressure application of grout in the zone of the anchor's fixity; this leads to a si
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::736394ff6feaf240aaa5c7810269fcde
https://doi.org/10.1007/bf02092347
https://doi.org/10.1007/bf02092347
Publikováno v:
Soil Mechanics and Foundation Engineering. 20:19-22
1. The methods given in Construction Norms and Regulations II-17-77 for determination of design loads permitted on piles are not equivalent in terms of reliability of results obtained and the time and resources expanded for their realization. They sh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82f54f173a7f5e5ef917c7b60f45fb35
https://doi.org/10.1007/bf01710471
https://doi.org/10.1007/bf01710471
Publikováno v:
Soil Mechanics and Foundation Engineering. 20:9-13
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::acb4e1ac95358072576ff63bd7039c25
https://doi.org/10.1007/bf01710469
https://doi.org/10.1007/bf01710469
Autor:
A. A. Obodovskii, Yu. G. Trofimenkov, V. F. Sokolova, I. A. Matyashevich, L. G. Mariupol'skii
Publikováno v:
Soil Mechanics and Foundation Engineering. 14:169-172
1. During the construction period the loads on extreme piles along the axes of transverse bearing walls are considerably greater than on the middle ones.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50fdd2da7fb3dfb9cf667e60d467cb78
https://doi.org/10.1007/bf02092685
https://doi.org/10.1007/bf02092685
Publikováno v:
Soil Mechanics and Foundation Engineering. 21:54-57
1. The quality of foundation projects, including pile projects, is substantially affected by the quality of the engineering-geologic explorations. Poor explorations data lead to incorrect selection of the foundation type and dimensions, and to undere
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::466c4c75012c950e47678ba330a2e0db
https://doi.org/10.1007/bf01710701
https://doi.org/10.1007/bf01710701
Publikováno v:
Soil Mechanics and Foundation Engineering. 15:42-43
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45bb2b18bb77b4f80cdc2159641b63bd
https://doi.org/10.1007/bf02145330
https://doi.org/10.1007/bf02145330
Autor:
Dokhnyanskii, M.
Publikováno v:
Soil Mechanics & Foundation Engineering; Jul1987, Vol. 24 Issue 4, p137-141, 5p
Publikováno v:
Soil Mechanics & Foundation Engineering; Sep1986, Vol. 23 Issue 5, p191-195, 5p
Publikováno v:
Soil Mechanics & Foundation Engineering; Jan/Feb1983, Vol. 20 Issue 1, p19, 0p
Autor:
Ginzburg, L. K.
Publikováno v:
Soil Mechanics & Foundation Engineering; Jan/Feb1983, Vol. 20 Issue 1, p6, 0p