SOME RATIONAL METHOD OF OF RECONSTRUCTION OF FOUNDATIONS
The choice of a rational, efficient method of strengthening pile foundations and bases is fundamental in the reconstruction of buildings in Central Russia. In this region the use of pile foundation is efficient due to the geological characteristics of the structure of the soil, and the presence of a...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Peoples’ Friendship University of Russia (RUDN University)
2016-12-01
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Series: | RUDN Journal of Engineering Research |
Subjects: | |
Online Access: | http://journals.rudn.ru/engineering-researches/article/view/13148 |
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author | A N Stasishina Mohamed I Abumahadi |
author_facet | A N Stasishina Mohamed I Abumahadi |
author_sort | A N Stasishina |
collection | DOAJ |
description | The choice of a rational, efficient method of strengthening pile foundations and bases is fundamental in the reconstruction of buildings in Central Russia. In this region the use of pile foundation is efficient due to the geological characteristics of the structure of the soil, and the presence of areas with weak water-saturated soils. The most optimal solutions of strengthening of bases and foundations are the ones that are the most using existing foundations and possibility of load-carrying ability of foundations. These solutions include the reconstruction of piles, reinforcement of foundation frame and consolidation of the earth foundation. Data solutions include: reconstruction of piles, pile cap foundation strengthening and consolidation of the subgrade. Strengthening piles follow the method given by enhance the pillars either by installing additional CFA piles. In order to strengthen the base are resorted to the method of immersing devices or other precast bored piles adjacent to existing piles. The basic method of fixing the subgrade is a method of injection of various solutions into the ground. Selecting the way to strengthen the foundation or base depends on the soil and its characteristics, as well as the loads transmitted from the upstream structures and dynamic effects. |
first_indexed | 2024-03-12T10:43:51Z |
format | Article |
id | doaj.art-aa9edf410c0c41aaa10d14747a2e1179 |
institution | Directory Open Access Journal |
issn | 2312-8143 2312-8151 |
language | English |
last_indexed | 2024-03-12T10:43:51Z |
publishDate | 2016-12-01 |
publisher | Peoples’ Friendship University of Russia (RUDN University) |
record_format | Article |
series | RUDN Journal of Engineering Research |
spelling | doaj.art-aa9edf410c0c41aaa10d14747a2e11792023-09-02T07:53:50ZengPeoples’ Friendship University of Russia (RUDN University)RUDN Journal of Engineering Research2312-81432312-81512016-12-0102919613147SOME RATIONAL METHOD OF OF RECONSTRUCTION OF FOUNDATIONSA N Stasishina0Mohamed I Abumahadi1Российский университет дружбы народовРоссийский университет дружбы народовThe choice of a rational, efficient method of strengthening pile foundations and bases is fundamental in the reconstruction of buildings in Central Russia. In this region the use of pile foundation is efficient due to the geological characteristics of the structure of the soil, and the presence of areas with weak water-saturated soils. The most optimal solutions of strengthening of bases and foundations are the ones that are the most using existing foundations and possibility of load-carrying ability of foundations. These solutions include the reconstruction of piles, reinforcement of foundation frame and consolidation of the earth foundation. Data solutions include: reconstruction of piles, pile cap foundation strengthening and consolidation of the subgrade. Strengthening piles follow the method given by enhance the pillars either by installing additional CFA piles. In order to strengthen the base are resorted to the method of immersing devices or other precast bored piles adjacent to existing piles. The basic method of fixing the subgrade is a method of injection of various solutions into the ground. Selecting the way to strengthen the foundation or base depends on the soil and its characteristics, as well as the loads transmitted from the upstream structures and dynamic effects.http://journals.rudn.ru/engineering-researches/article/view/13148свайный фундаментдеформации свайусиление свайных столбовбуро-инъекционная сваябуронабивная сваяусиление ростверка фундаментаторкретированиезакрепление грунтового основанияобжиг грунта |
spellingShingle | A N Stasishina Mohamed I Abumahadi SOME RATIONAL METHOD OF OF RECONSTRUCTION OF FOUNDATIONS RUDN Journal of Engineering Research свайный фундамент деформации свай усиление свайных столбов буро-инъекционная свая буронабивная свая усиление ростверка фундамента торкретирование закрепление грунтового основания обжиг грунта |
title | SOME RATIONAL METHOD OF OF RECONSTRUCTION OF FOUNDATIONS |
title_full | SOME RATIONAL METHOD OF OF RECONSTRUCTION OF FOUNDATIONS |
title_fullStr | SOME RATIONAL METHOD OF OF RECONSTRUCTION OF FOUNDATIONS |
title_full_unstemmed | SOME RATIONAL METHOD OF OF RECONSTRUCTION OF FOUNDATIONS |
title_short | SOME RATIONAL METHOD OF OF RECONSTRUCTION OF FOUNDATIONS |
title_sort | some rational method of of reconstruction of foundations |
topic | свайный фундамент деформации свай усиление свайных столбов буро-инъекционная свая буронабивная свая усиление ростверка фундамента торкретирование закрепление грунтового основания обжиг грунта |
url | http://journals.rudn.ru/engineering-researches/article/view/13148 |
work_keys_str_mv | AT anstasishina somerationalmethodofofreconstructionoffoundations AT mohamediabumahadi somerationalmethodofofreconstructionoffoundations |