Сибирский федеральный университет

Тип публикации: доклад, тезисы доклада, статья из сборника материалов конференций

Конференция: International Conference of Students and Young Scientists on Prospects of Fundamental Sciences Development, PFSD 2017

Год издания: 2017

Идентификатор DOI: 10.1063/1.5009890

Аннотация: The article provides an experimental material showing an investigation of soil under the foundations base of a dangerous block of the building. The investigation was carried out by applying load from a stamp on the soil with a jack supporting the foundation base of the deformed building. There were originally offered two options to strengthen the foundation - a broader base and improvement of the soil with the plate. However, quite a different option was accepted due to the full scale tests. The effective way to strengthen the foundation is measures undertaken without strengthening the soil and without increasing the width of the base, using the actual soil with deformations stabilized for years of operation. The strengthening of the bearing brick walls was made by tightening the main face laying with steel channel profiles to make a firm contact with the foundations. The conducted investigation is an example of geotechnical consulting and improvement of the geotechnical maintenance of dangerous structures at the stages of investigation, design and reconstruction. © 2017 Author(s).

Журнал: AIP Conference Proceedings

Выпуск журнала: Vol. 1899

Номера страниц: 60019

ISSN журнала: 0094243X

Издатель: American Institute of Physics Inc.

• Khalimov O. (Khakas Technical Institute, Siberian Federal University Branch, 15 Komarov Street, Abakan, Russian Federation)
• Strelnikov D. (Khakas Technical Institute, Siberian Federal University Branch, 15 Komarov Street, Abakan, Russian Federation)

• Scopus
• Ядро РИНЦ (eLIBRARY.RU)