The Effect of a Partially Fixed Subsidence Ground on the Stress-Strain State of Structures
Abstract: The article analyzes the existing methods of increasing the rigidity of the bases, formed by subsidence grounds. The results of experimental studies of the effect of the stiffness coefficient of partially anchored soil on VAT structures are presented. The regularity of the change in the coefficient of rigidity of the base Cz from the percentage of partial fixation of the sinking base along the height is established.
Keywords: subsidence ground, coefficient of rigidity of the base, physic-chemical method, additional efforts.
Pages: 103-110.
For citation:
For citation: Pisarenko, A. V. The Effect of a Partially Fixed Subsidence Ground on the Stress-Strain State of Structures. – Text : electronic. – In: <em>Modern Industrial and Civil Construction</em>. – 2017. – Vol. 13, N 2. – Р. 103-110. – URL: https://donnasa.ru/publish_house/journals/spgs/2017-2/05_pisarenko.pdf (date of access: 22.12.2024). – ISSN 1993-3495.
Vol. 13, N 2 (2017)
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