CALCULATION OF THE INTENSE DEFORMED CONDITION OF SOIL FOR TAMPER WITH CHANGEABLE GEOMETRY OF THE CASE
Authors:
Type:
Article
Pages:
from 27
to 33
Status:
Published
Received:
22.04.2015
Accepted:
22.04.2015
Published:
22.04.2015
Language:
Russian
Keywords:
design tamping, variable geometry of the case, stress analysis, calculation of plastic deformation, subgrade
Abstract (English):
The paper describes a new design for foundation compaction in vytrambovannyh pits, which allows to reduce material shell rammer on construction sites with a variety of engineering and geological conditions, as well as consider the problem of finding the parameters of the stress-strain state of subgrade compaction around this
The paper describes a new design for foundation compaction in vytrambovannyh pits, which allows to reduce material shell rammer on construction sites with a variety of engineering and geological conditions, as well as consider the problem of finding the parameters of the stress-strain state of subgrade compaction around this
Keywords:
design tamping, variable geometry of the case, stress analysis, calculation of plastic deformation, subgrade
design tamping, variable geometry of the case, stress analysis, calculation of plastic deformation, subgrade
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2. Dyba V.P. Otsenki nesushchey sposobnosti fundamentov: monografiya Yuzh. Ros. gos. tekhn. un-t.-Novocherkassk: YuRGTU, 2008.
