Zobrazeno 1 - 9
of 9
pro vyhledávání: '"V. F. Sidorchuk"'
Autor:
A. M. Dzagov, V. F. Sidorchuk
Publikováno v:
Soil Mechanics and Foundation Engineering. 49:179-187
Results of field tests of loaded and load-freeexperimental piles cast in soils prone to slump-type settlement and subjected to prolonged wetting, are presented in [1].
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e6e2f709ca9ad77eb57245889ebd647f
https://doi.org/10.1007/s11204-012-9187-3
https://doi.org/10.1007/s11204-012-9187-3
Publikováno v:
Soil Mechanics and Foundation Engineering. 47:52-57
Results are presented for field investigations of the compaction of soils beneath the lower surface of substantial foundations in weak clayey, sandy, and fill soils of Moscow.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ddf1fbbc170edc481293c70690d59a8
https://doi.org/10.1007/s11204-010-9088-2
https://doi.org/10.1007/s11204-010-9088-2
Publikováno v:
Soil Mechanics and Foundation Engineering. 41:200-204
A procedure for, and results of experimental investigations performed to substantiate the effectiveness of the method of infrared (IR) radiation in diagnosing changes in the stress state of soils over time are presented. The construction of a “larg
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be1d8529a67fed4cc58ea707d00878a7
https://doi.org/10.1007/s11204-004-0002-7
https://doi.org/10.1007/s11204-004-0002-7
Autor:
A. M. Dzagov, V. F. Sidorchuk
Publikováno v:
Soil Mechanics and Foundation Engineering. 39:92-99
Results are presented for field investigations of the stress state of the shaft of a cast-in-place pile and the surrounding soil mass in stages of the pile's installation, and its static loading in loess soils with the natural moisture content. Data
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::92872267199548addecb254b0862ce9f
https://doi.org/10.1023/a:1020367901712
https://doi.org/10.1023/a:1020367901712
Publikováno v:
Soil Mechanics and Foundation Engineering. 16:140-145
1. The method developed for pressing the pressure cells into the soil mass made it possible to establish for the first time the actual initial stressed state of damp and wet loess bases from the effect of the soil's own weight within the depth of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2219de770b24a44bf992338b85704470
https://doi.org/10.1007/bf01710456
https://doi.org/10.1007/bf01710456
Publikováno v:
Soil Mechanics and Foundation Engineering. 15:340-344
1. The results presented characterize the fundamental difference of stresses in the base under a round and an extended (rectangular) foundation: increased stresses under the ends and edges of a rectangular foundation, greater compression of the soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f550614f1b0ae27ce4891859e162bb24
https://doi.org/10.1007/bf02110459
https://doi.org/10.1007/bf02110459
Publikováno v:
Soil Mechanics and Foundation Engineering. 14:402-406
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c92d5e4fd50cd4c467e802c45163c3be
https://doi.org/10.1007/bf02092237
https://doi.org/10.1007/bf02092237
Autor:
M. I. Smorodinov, S. V. Prigorneva, V. I. Sheinin, V. F. Sidorchuk, A. A. Morozov, É. A. Motovilov
Publikováno v:
Soil Mechanics and Foundation Engineering. 26:26-30
1. In compacted dry and slightly moist sands and clays of different gradiation, density, and moisture content, the change in the density of the IR-radiation flux is proportional to the change in the sum of the three principal normal stresses in the s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c165a2adf87b8dd5c2bd712274f00302
https://doi.org/10.1007/bf02306233
https://doi.org/10.1007/bf02306233
Publikováno v:
Soil Mechanics and Foundation Engineering. 10:96-99
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13060ca7d2f57a7cf07b18b928ca1e26
https://doi.org/10.1007/bf01752872
https://doi.org/10.1007/bf01752872