Zobrazeno 1 - 10
of 24
pro vyhledávání: '"V. E. Sokolovich"'
Autor:
V. E. Sokolovich
Publikováno v:
Soil Mechanics and Foundation Engineering. 32:135-137
The physicochemical reactions that proceed during interaction between clayey minerals and acids and alkalis with the formation of heavily hydrated gel-like neogenic formations that heave clayey soils are addressed. The chemical heaving of sandy soils
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9e67b07d4acdb6264909244c089585c3
https://doi.org/10.1007/bf02336275
https://doi.org/10.1007/bf02336275
Autor:
V. E. Sokolovich
Publikováno v:
Soil Mechanics and Foundation Engineering. 31:74-76
This article reports on pollution of the environment with dioxins, which are lethal to the human organism. Dioxins are formed as a by-product at chemical plants with antiquated technologies. Entering into primitive slime pits with wastes, dioxin free
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f62be9a8f1d67eb61d06d851524dc46d
https://doi.org/10.1007/bf02335017
https://doi.org/10.1007/bf02335017
Autor:
V. E. Sokolovich
Publikováno v:
Soil Mechanics and Foundation Engineering. 27:265-267
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d3602ce6193a7fe7dba6b197edef2af
https://doi.org/10.1007/bf02304616
https://doi.org/10.1007/bf02304616
Autor:
V. E. Sokolovich
Publikováno v:
Soil Mechanics and Foundation Engineering. 37:204-205
frost. At the outset of the 1950s, a small single-story commercial brick building was constructed in th e northern suburbs of Moscow. This building was in normal service until the beginning of the 1990s. It wa s then preserved. In 1997, a 24-m long a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5206994ead1747f92461f6ab110a0191
https://doi.org/10.1023/a:1005263509562
https://doi.org/10.1023/a:1005263509562
Autor:
L. A. Evdokimova, V. E. Sokolovich
Publikováno v:
Soil Mechanics and Foundation Engineering. 34:64-65
A new accelerated titrimetric method is proposed for determination of gypsum content in cemented soils and rocks; it is distinguished from existing methods by its simplicity and sufficiently high accuracy.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c03e08c9c0def526d9d8f8a2fa27f38
https://doi.org/10.1007/bf02465021
https://doi.org/10.1007/bf02465021
Autor:
T. A. Zhilkina, V. E. Sokolovich
Publikováno v:
Soil Mechanics and Foundation Engineering. 25:1-4
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f3c2eb7f6af16e0731d271cd3138bdf8
https://doi.org/10.1007/bf01711185
https://doi.org/10.1007/bf01711185
Publikováno v:
Soil Mechanics and Foundation Engineering. 13:29-32
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ed55f1e1bdc0cff0199bf237ff598f5b
https://doi.org/10.1007/bf01703033
https://doi.org/10.1007/bf01703033
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
Autor:
V. E. Sokolovich, V. V. Turchin
Publikováno v:
Soil Mechanics and Foundation Engineering. 23:199-204
1. Plugging clay-cement grouts made from ordinary portland cement are sufficiently stable under the action of extremely aggressive sulfate media, and their use for compacting karstic soil bases can be recommended.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f25135e4f7c2e7fc8cc5a7d0737bcad
https://doi.org/10.1007/bf01711890
https://doi.org/10.1007/bf01711890
Publikováno v:
Soil Mechanics and Foundation Engineering. 13:325-329
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ef1fa64f5af40ac3fe71457f43a5405
https://doi.org/10.1007/bf01705832
https://doi.org/10.1007/bf01705832