Research of the packed zone parameters of the soil mass if while its strengthening by condensing pressure
Abstract: The presumable scope of strengthening method of the basements by condensing pressures and conditions necessary for its application is considered. Zones with the PDC corresponding to various models design of the ground are described. Results of experimental researches have been given: changes of diameter widening and the condensed zone from size of condensing pressure, the factor dependence porosity in the zones limited with considered points of a soil massif, and pressure. And also the analysis of experimental researches has been carried out.
Keywords: strengthening the basement, condensing pressure.
Pages: 87 92.
For citation:
For citation: Lobacheva, N. G.; Gavenko, V. M. Research of the packed zone parameters of the soil mass if while its strengthening by condensing pressure . – Text : electronic. – In: <em>Modern Industrial and Civil Construction</em>. – 2009. – Vol. 5, N 2. – Р. 87 92. – URL: https://donnasa.ru/publish_house/journals/spgs/2009-2/05_lobacheva_gavenko.pdf (date of access: 22.12.2024). – ISSN 1993-3495.
Vol. 5, N 2 (2009)
Journal: Modern Industrial and Civil Construction
Publish house: Donbas National Academy of Civil Engineering and Architecture
Journal: Modern Industrial and Civil Construction
Publish house: Donbas National Academy of Civil Engineering and Architecture