Zobrazeno 1 - 8
of 8
pro vyhledávání: '"A. V. Radzinskii"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 55:233-236
We study the anisotropy of deformation properties of the pebble-gravel soils and reveal the influence of orientation of large fractions on the deformability. The experiments were performed according to two schemes: particles larger than 10 mm were pl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::634378087ee3f8ee7e861c5448930d6c
https://doi.org/10.1007/s11204-018-9530-4
https://doi.org/10.1007/s11204-018-9530-4
Publikováno v:
Power Technology and Engineering. 52:249-255
A work package for filling the voids under the pumped-storage powerhouse and pressure grouting to strengthen the foundation soil is described. The compositions of the injectable grouts and specially designed composite material are presented. The resu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d9cbaf3a1d20ab3a9533b138e5000d3f
https://doi.org/10.1007/s10749-018-0940-2
https://doi.org/10.1007/s10749-018-0940-2
Publikováno v:
Power Technology and Engineering. 48:421-427
Results of studies of the stress-strain state of dams of different height with a clay-cement-concrete diaphragm are presented.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2f944343df73cf6d9b8d48d4189c288c
https://doi.org/10.1007/s10749-015-0547-9
https://doi.org/10.1007/s10749-015-0547-9
Publikováno v:
Power Technology and Engineering. 48:343-349
Designs and procedures are described for construction of an anti-filtration diaphragm in the body of the cofferdam for the pit of the first phase of construction of basic structures at the Lower Bureya HPP in the form of a diaphragm wall formed from
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d3bec7ed2c3d8d321b5bc975f8e9928
https://doi.org/10.1007/s10749-015-0530-5
https://doi.org/10.1007/s10749-015-0530-5
Publikováno v:
Power Technology and Engineering. 48:361-365
Results are presented for investigation of the strength of clay-cement concrete in a complex stress state.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff189d55ed4f8b0f1cc6e978290301e0
https://doi.org/10.1007/s10749-015-0534-1
https://doi.org/10.1007/s10749-015-0534-1
Publikováno v:
Power Technology and Engineering. 48:268-276
Experience with reinforcement of an anti-filtration curtain under complex geologic conditions, high heads, and heavy return flows of water is examined, and the history of the problem, difficulties with which were encountered during work production an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4fc91bcf15f22008ce6c2181b831e6c2
https://doi.org/10.1007/s10749-014-0519-5
https://doi.org/10.1007/s10749-014-0519-5
Publikováno v:
Power Technology and Engineering. 48:167-173
Using a half-replicate of a four-factorial experiment, equations of the relation between the compressive strength of a clay-cement concrete and deformability on the composition are derived based on experimentplanning theory.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04cb5ca4141d9ce9cee0d2209e6ce256
https://doi.org/10.1007/s10749-014-0503-0
https://doi.org/10.1007/s10749-014-0503-0
Publikováno v:
Power Technology and Engineering. 48:358-360
Results are presented for investigation of the tensile strength of clay-cement concrete subject to bending, and the splitting tensile strength.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5cf07ad054c53791bf3e7dc4446f7063
https://doi.org/10.1007/s10749-015-0533-2
https://doi.org/10.1007/s10749-015-0533-2