Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Yu. G. Fedoseev"'
Publikováno v:
Journal of Atmospheric and Terrestrial Physics. 58:1033-1037
An investigation of a tropospheric radio-acoustic sounding system (RASS) on the basis of the powerful HF-heating facility, ‘SURA’ is proposed. The specifications of a RASS for regular temperature profile measurements up to a height of 15 km, wher
Publikováno v:
International Journal of Remote Sensing. 15:347-360
The possibility of constructing radio-acoustic sounding system (RASS) for the troposphere and lower stratosphere is discussed in detail. The design parameters for a RASS comprising a short radio wave radar and a powerful low-frequency acoustic antenn
Publikováno v:
Radiophysics and Quantum Electronics. 34:198-202
Publikováno v:
Soil Mechanics and Foundation Engineering. 26:10-13
1. The test thawing of soils in the test area in the Urengoiskii GRES construction sites made it possible to determine the deformation characteristics of permafrost in their natural occurrence and to estimate the rate of consolidation and distributiv
Publikováno v:
Soil Mechanics and Foundation Engineering. 25:124-128
1. The compressibility of sandy permafrost deep deposits with a medium texture density is, as a rule, close to the compressibility of similar thawed deposits.
Publikováno v:
Soil Mechanics and Foundation Engineering. 26:102-106
Publikováno v:
Soil Mechanics and Foundation Engineering. 16:328-331
Autor:
V. N. Eroshenko, Yu. G. Fedoseev
Publikováno v:
Soil Mechanics and Foundation Engineering. 13:402-405
1. The limit resistance of piles in permofrost, especially of driven and bored-driven piles, is determined not only by the amount of ice IC but also by the character of ice distribution in the mass, i.e., by the cryogenic structure. 2. Horizontally b
Autor:
V. D. Ponomarev, Yu. G. Fedoseev
Publikováno v:
Soil Mechanics and Foundation Engineering. 15:241-245
1. The negative friction forces can be estimated by calculation with the use of the Shvedov-Bingham equation of deformation of a viscoplastic body on the basis of the results of pull-out testing of an experimental foundation with preliminary thawing
Publikováno v:
Soil Mechanics and Foundation Engineering. 23:248-251