Zobrazeno 1 - 10
of 14
pro vyhledávání: '"B. N. Isaev"'
Autor:
V. S. Badeev, M. V. Kuznetsov, N. N. Tsapkova, S. Yu. Badeev, V. V. Logutin, A. G. Lunev, B. N. Isaev
Publikováno v:
Soil Mechanics and Foundation Engineering. 47:202-206
A method is proposed for the strengthening of highly compressible saturated soils by the method of injection through directed fissures. Test results are presented for the reinforced bed of a conventional foundation subjected to static loads. Results
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76df071900e9d800c5ec629043deb3cd
https://doi.org/10.1007/s11204-010-9110-8
https://doi.org/10.1007/s11204-010-9110-8
Publikováno v:
Soil Mechanics and Foundation Engineering. 32:130-134
The properties of different lithological types of soils are investigated prior to and after exposure to concentrated thermophosphoric acid within the bounds of a plant run by the Slavyansk Production Union “Khimprom.” The possibility of reducing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93271463005321ced2d97460ee04947c
https://doi.org/10.1007/bf02336274
https://doi.org/10.1007/bf02336274
Publikováno v:
Soil Mechanics and Foundation Engineering. 25:32-36
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62a849e994ee96e35168a0c1427abb0d
https://doi.org/10.1007/bf01711193
https://doi.org/10.1007/bf01711193
Autor:
B. N. Isaev, B. N. Kuzin
Publikováno v:
Soil Mechanics and Foundation Engineering. 21:91-96
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90016825f500e682203a8be7254b0984
https://doi.org/10.1007/bf01710271
https://doi.org/10.1007/bf01710271
Publikováno v:
Soil Mechanics and Foundation Engineering. 24:72-75
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de4b23d3ea6483ff0e034efe4c9decc1
https://doi.org/10.1007/bf01786658
https://doi.org/10.1007/bf01786658
Autor:
V. Yu. Zelenskii, B. N. Isaev
Publikováno v:
Soil Mechanics and Foundation Engineering. 18:221-224
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e013bab106c507267e549a2063faad0a
https://doi.org/10.1007/bf01709917
https://doi.org/10.1007/bf01709917
Publikováno v:
Soil Mechanics and Foundation Engineering. 16:65-69
1. The gas silication method enables highly moistened and saturated loams under buildings and structures to be stabilized with sufficient reliability. It is the most effective method, enabling strengthening of saturated soils underlying structures be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::798a7fe0d423a37075e7cb9b78e6688f
https://doi.org/10.1007/bf01710282
https://doi.org/10.1007/bf01710282
Publikováno v:
Chemistry and Technology of Fuels and Oils. 8:283-286
1. The basic operating characteristics of the atmospheric vacuum pipestill AVT-6 were obtained at the designed and higher capacities. 2. It was demonstrated that the capacity of the column could be increased considerably by increasing the depth of re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::650e956cc9d167dbc3d99d4d8874d00d
https://doi.org/10.1007/bf00842813
https://doi.org/10.1007/bf00842813
Autor:
B. N. Isaev, V. N. Denisov
Publikováno v:
Soil Mechanics and Foundation Engineering. 7:352-356
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a844b2e4bbba03ec81636d8f5295efaa
https://doi.org/10.1007/bf01704117
https://doi.org/10.1007/bf01704117
Autor:
B. N. Vizhgorodskii, B. N. Isaev, Yu. K. Molokanov, V. R. Shegai, V. A. Shchelkunov, S. A. Kruglov
Publikováno v:
Chemical and Petroleum Engineering. 18:526-528
MINKhiGP has designed a new cocurrent valve tray whose structural modifications include changing the position of the arc-shaped baffle so that one can regulate the proportion of the gas streams and alter the hydrodynamic conditions in the contact zon
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97e6e6c67bb79e7a3e5ec0a2c6dfa0ab
https://doi.org/10.1007/bf01150489
https://doi.org/10.1007/bf01150489