CALCULATION OF THE INTENSE DEFORMED CONDITION OF SOIL FOR TAMPER WITH CHANGEABLE GEOMETRY OF THE CASE
Abstract and keywords
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

Keywords:
design tamping, variable geometry of the case, stress analysis, calculation of plastic deformation, subgrade
References

1. Patent na poleznuyu model´ № 124691 «Trambovka», prioritet 27 iyunya 2012 g., avtor Morgunov V.N., zaregistrirovano v Gosudarstvennom reestre poleznykh modeley Rossiyskoy Federatsii 10 fevralya 2013 g.

2. Dyba V.P. Otsenki nesushchey sposobnosti fundamentov: monografiya Yuzh. Ros. gos. tekhn. un-t.-Novocherkassk: YuRGTU, 2008.


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