Zobrazeno 1 - 8
of 8
pro vyhledávání: '"E. V. Kabeev"'
Publikováno v:
Power Technology and Engineering. 52:622-628
A modern approach to geotechnical monitoring of works on strengthening the rock slopes of hydraulic structures with solving the problem of optimizing the selection of the type and parameters of the supports is proposed.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f105faa3e95de1973854b233723a962f
https://doi.org/10.1007/s10749-019-01003-1
https://doi.org/10.1007/s10749-019-01003-1
Autor:
N. N. Abramov, E. V. Kabeev
Publikováno v:
Power Technology and Engineering. 51:180-182
In situ geomechanical monitoring is used to develop efficient and optimal methods for stabilizing the hard rock slopes of the tailraces of a HPP. The condition of the rock is assessed using seismic tomography and monitoring displacements and deformat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4a1eabb957df2836263b71dea827242e
https://doi.org/10.1007/s10749-017-0806-z
https://doi.org/10.1007/s10749-017-0806-z
Publikováno v:
Power Technology and Engineering. 48:249-253
Criteria based on the interrelation between parameters of seismic waves and soil characteristics are proposed for evaluation of the geomechanical status of soils in protective dikes during the construction and in-service cycle with use of the method
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b0fffb8804d70686b545190ec76692cb
https://doi.org/10.1007/s10749-014-0516-8
https://doi.org/10.1007/s10749-014-0516-8
Publikováno v:
Power Technology and Engineering. 38:135-138
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6728f5e79c0e8ba3c97dba90bceb93dc
https://doi.org/10.1023/b:hyco.0000041816.69480.f5
https://doi.org/10.1023/b:hyco.0000041816.69480.f5
Publikováno v:
Power Technology and Engineering. 36:247-250
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9aff3ac795147e09e37a2a5ea78f44f3
https://doi.org/10.1023/a:1021133204015
https://doi.org/10.1023/a:1021133204015
Publikováno v:
Power Technology and Engineering. 40:330-332
The practice of underground tunneling shows that the degree of stability of tunnels depends on the state of the rock mass around the tunnel contour.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::03410f2c1d3aada7a27fc619f5f91d93
https://doi.org/10.1007/s10749-006-0071-z
https://doi.org/10.1007/s10749-006-0071-z
Publikováno v:
Power Technology and Engineering. 37:93-95
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f8b1703321b9aded83f58be6e1765963
https://doi.org/10.1023/a:1024636926663
https://doi.org/10.1023/a:1024636926663
Publikováno v:
Hydrotechnical Construction; Jul2002, Vol. 36 Issue 4, p247-250, 4p