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FOUNDATIONS FOR STRUCTURAL UNSTABLE SOILS

Abstract

The paper studied the effect of stress effects on permafrost in the construction of buildings and structures. A review of existing methods of conservation status ofpermafrost grounds. To study the compressibility offrozen soils odometers are used for thawing with heating equipment. The sample is placed in the device, given vertical load. Calculations and experience show that solid foundations and foundation-walls are notprofitable. Currently, developed spatial construction of foundations.

About the Authors

Natalia Yurievna Botvineva
North-Caucasus Federal University
Russian Federation


Irina Sergeevna Burakova
Moscow state automobile and road technical University
Russian Federation


Olga Grigoryevna Fomenko
Moscow state automobile and road technical University
Russian Federation


References

1. Болдырев Г. Г. Методы определения механических свойств грунтов. Состояние вопроса. Пенза: Изд-во ПГУ, 2008. 695 с.

2. Полищук А. И. Основы проектирования и устройства фундаментов реконструированных зданий.-Томск. Нортхэмптон, 2004. 348 с.

3. СП 25.13330.2012 Основания и фундаменты на вечномерзлых грунтахна вечно мёрзлых грунтах. М.: ФГУП, 2012. 146 с.

4. Научная электронная библиотека диссертаций Российской государственной библиотеки (РГБ) -www.diss.rsl.ru


Review

For citations:


Botvineva N.Yu., Burakova I.S., Fomenko O.G. FOUNDATIONS FOR STRUCTURAL UNSTABLE SOILS. Modern Science and Innovations. 2016;(2):133-139. (In Russ.)

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ISSN 2307-910X (Print)