Zobrazeno 1 - 10 of 22 pro vyhledávání: '"I. G. Rabinovich"'
1
Effect of the excavation of soil on the reduction in its slump-type settlement under its own weight
Autor: I. G. Rabinovich
Publikováno v: Soil Mechanics and Foundation Engineering. 35:43-46
Basic positions of procedures and calculations of the slump-type settlement of loess soils under their own weight in the presence of excavations for deep basements are analyzed; this is associated with their use as antislump-type-settlement measures
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::7962af2bb0ae325f60369cd3a2aab7bd
https://doi.org/10.1007/bf02465905
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2
Determination of seismically safe distances during the compaction of soils by tampers with various impact energies
Autor: A. G. Chakhvadze, I. G. Rabinovich
Publikováno v: Soil Mechanics and Foundation Engineering. 32:10-13
A set of measurements of vibration parameters (amplitudes and periods) of soils subjected to compaction by tampers weighing from 3.5 to 80 tons is analyzed. A correlation relationship between the velocity of the oscillations and the impact energy of
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b1b755ad0580fe2197a25c9eb9de8b33
https://doi.org/10.1007/bf02336245
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5
Engineering calculation of depth of compaction attained by tampers in soils prone to slump-type settlement
Autor: I. G. Rabinovich, I. Yu. Ukhova
Publikováno v: Soil Mechanics and Foundation Engineering. 33:200-202
An equation for calculating the depth of compaction of soils prone to slump-type settlement as a function of basic factors (the impact energy of the tamper and the area of its base) is cited on the basis of analysis of experimental data.
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::5125e9b9c70abaaf45b0f87d2f56808e
https://doi.org/10.1007/bf02354249
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6
Post-subsidence deformations of loess soils
Autor: I. G. Rabinovich, V. A. Petrukhin
Publikováno v: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 28:A344
The investigations established that subsidence deformations are not short-time processes and at times develop over several months and even years. Termed as post-subsidence deformations, these are connected With consolidation, creep, and desalination
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::642bbae1f18716efea2869fb48344868
https://doi.org/10.1016/0148-9062(91)91235-j
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8
Investigation of soil vibrations under tamping by extraheavy rammer
Autor: V. E. Karamzin, I. G. Rabinovich, V. N. Klemeshev
Publikováno v: Soil Mechanics and Foundation Engineering. 24:19-22
In surface compaction of soils by rammers [i], as well as in trench tamping [2], a major portion of the blow energy is expended in the plastic deformations of the soil. At the same time, part of it is converted into elastic vibrations of the soil whi
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::1f4e2da16facd82570ea26be1f057774
https://doi.org/10.1007/bf01715734
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10
Foundations in trenches tamped into saturated clayey soils
Autor: A. I. Filatov, I. G. Rabinovich, V. I. Krutov
Publikováno v: Soil Mechanics and Foundation Engineering. 17:181-186
1. The method proposed for tamping makes it possible to construct trenches of a given shape and depth in saturated clay soils under separately standing foundations, even where the water table is situated at a depth 0.3–1 m from the graded surface o
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b1287ead5636dbec2059ab25846d8383
https://doi.org/10.1007/bf01710921
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