Zobrazeno 1 - 6
of 6
pro vyhledávání: '"V. V. Semkin"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 53:412-419
A method of solidifying sandy soils by micro-cement grouts is examined. The basic concepts of the physical processes occurring in grouts during filtration in sands are presented. The strengths and weaknesses of the method are indicated.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::59eb148246d9d5ac579be59a00e46fac
https://doi.org/10.1007/s11204-017-9421-0
https://doi.org/10.1007/s11204-017-9421-0
Publikováno v:
Cybernetics and Systems Analysis. 52:296-304
The paper represents the concept of ?-functions and quasi ?-functions as an efficient tool for mathematical modeling of three-dimensional packing problems for convex geometrical objects with continuous translations and rotations. A mathematical model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7fcfd613f74c2944fc8344fa53b0144
https://doi.org/10.1007/s10559-016-9826-1
https://doi.org/10.1007/s10559-016-9826-1
Publikováno v:
Soil Mechanics and Foundation Engineering. 41:13-17
A scientific approach to, and production experience with stabilization of weak slimy soils by slime-cement piles fabricated by the drill-and-mix method using dry cement, and a cement suspension are described.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35d4200b5c0de5c53220b375425aba65
https://doi.org/10.1023/b:smaf.0000024964.14537.6d
https://doi.org/10.1023/b:smaf.0000024964.14537.6d
Publikováno v:
Soil Mechanics and Foundation Engineering. 40:27-33
Experience is described for the strengthening of weak clayey soils by slime-cement piles fabricated by the drill-and-mix method.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce5410224547c046db88131551fd5c33
https://doi.org/10.1023/a:1023331830970
https://doi.org/10.1023/a:1023331830970
Publikováno v:
Soil Mechanics and Foundation Engineering. 23:196-199
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::75db4d0e9cd878a6ad71fe7a4aba4d22
https://doi.org/10.1007/bf01711889
https://doi.org/10.1007/bf01711889
Autor:
V. E. Sokolovich, V. V. Semkin
Publikováno v:
Soil Mechanics and Foundation Engineering. 21:149-154
The theoretical investigations, laboratory experiments, and test control under field conditions showed that loess soils can be effectively stabilized without introducing a binder into the soil, on account of drawing-in, into the exchange reactions in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a56c6c04341389ca26775daf6568ba03
https://doi.org/10.1007/bf01710605
https://doi.org/10.1007/bf01710605