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The Institute of Theoretical and Applied Mechanics
7
records found
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1.
(76)
Original version of the author's contribution as presented on CD, . :
PDF
Vplyv zmeny vegetačného krytu ne priebeh hladiny podzemných vôd
Skalová, J.
;
Jaroš, B.
During the last decade the groundwater level (GWL) decreased in the Kláštorské lúky natural reserve area. The original vegetation cover represented by the shrubbery a [...]
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2.
(77)
Original version of the author's contribution as presented on CD, . :
PDF
WATER ABSORPTION AND PERMEABILITY OF SLAG SELF-COMPACTING CONCRETE
MENADI, Belkacem
;
HASNAOUI, Hamza
Self-compacting concretes are special concretes, highly flowable, which can flow into place under their own weight and compacted without any external vibration. In additi [...]
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3.
(77)
Original version of the author's contribution as presented on book, page 659. :
PDF
COARSE-PARTICLES CONVEYING IN PIPES
Vlasák, P.
;
Chára, Z.
Flow behavior of coarse-grained slurry depends generally on particle size, shape, density and concentration. The present paper describes the results of experimental inves [...]
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4.
(81)
Original version of the author's contribution as presented on book, page 307. :
PDF
VARIABILITY OF BEARING RESISTANCE PROPERTIES OF SOILS
Koudelka, P.
The Institute of Theoretical and Applied Mechanics gathers long time (from 1997) identification data and shear resistance data of soils into a database. The database make [...]
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5.
(81)
Original version of the author's contribution as presented on CD, paper. :
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Detection compacting of the soils under the floor the hall by method dynamic response
Svoboda, B.
Abstrakt:
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6.
(85)
Original version of the author's contribution as presented on CD, . :
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CHANGES OF MECHANICAL PARAMETERS OF SOILS DUE TO GROUNDWATER FLOW - PROCESSES IDENTIFICATION
Brouček, M.
;
Kuklík, P.
The paper presents the description of behavior of selected soils subjected to relatively high hydraulic gradients based on experimental results. The influences of all maj [...]
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7.
(100)
Original version of the author's contribution as presented on book, page 63. :
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THE IMPACT OF GROUNDWATER ON ARTIFICIALLY COMPACTED SOILS
Brouček, M.
;
Kuklík, P.
The paper presents analysis of laboratory experiments on soils that are usually classified as coarse grained soils and are often used as backfill for trenches from pipes [...]
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