Numerical Three-Dimensional Model of Airport Terminal Drainage System
During the construction of an airport terminal it was found that as a result of the hydrostatic pressure of underground water the foundation plate of the building had dangerously shifted in the direction opposite to that of the gravitational forces. The only effective measure was to introduce a drai...
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Format: | Article |
Language: | English |
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Sciendo
2014-03-01
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Series: | Studia Geotechnica et Mechanica |
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Online Access: | http://www.degruyter.com/view/j/sgem.2014.36.issue-1/sgem-2014-0013/sgem-2014-0013.xml?format=INT |
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author | Strzelecki Michał |
author_facet | Strzelecki Michał |
author_sort | Strzelecki Michał |
collection | DOAJ |
description | During the construction of an airport terminal it was found that as a result of the hydrostatic pressure of underground water the foundation plate of the building had dangerously shifted in the direction opposite to that of the gravitational forces. The only effective measure was to introduce a drainage system on the site. The complex geology of the area indicated that two independent drainage systems, i.e., a horizontal system in the Quaternary beds and a vertical system in the Tertiary water-bearing levels, were necessary. This paper presents numerical FEM calculations of the two drainage systems being part of the airport terminal drainaged esign. The computer simulation which was carried out took into consideration the actual effect of the drainage systems and their impact on the depression cone being formed in the two aquifers. |
first_indexed | 2024-12-13T20:26:03Z |
format | Article |
id | doaj.art-276268a6695645bb9d87a45b85cd9863 |
institution | Directory Open Access Journal |
issn | 0137-6365 2083-831X |
language | English |
last_indexed | 2024-12-13T20:26:03Z |
publishDate | 2014-03-01 |
publisher | Sciendo |
record_format | Article |
series | Studia Geotechnica et Mechanica |
spelling | doaj.art-276268a6695645bb9d87a45b85cd98632022-12-21T23:32:33ZengSciendoStudia Geotechnica et Mechanica0137-63652083-831X2014-03-0136111111910.2478/sgem-2014-0013sgem-2014-0013Numerical Three-Dimensional Model of Airport Terminal Drainage SystemStrzelecki Michał0Cuprum Ltd. Research and Development Centre ul. Gen. Wł. Sikorskiego 2–8, 53-659 WrocławDuring the construction of an airport terminal it was found that as a result of the hydrostatic pressure of underground water the foundation plate of the building had dangerously shifted in the direction opposite to that of the gravitational forces. The only effective measure was to introduce a drainage system on the site. The complex geology of the area indicated that two independent drainage systems, i.e., a horizontal system in the Quaternary beds and a vertical system in the Tertiary water-bearing levels, were necessary. This paper presents numerical FEM calculations of the two drainage systems being part of the airport terminal drainaged esign. The computer simulation which was carried out took into consideration the actual effect of the drainage systems and their impact on the depression cone being formed in the two aquifers.http://www.degruyter.com/view/j/sgem.2014.36.issue-1/sgem-2014-0013/sgem-2014-0013.xml?format=INTnumerical modelingdrainage systemdepression cone |
spellingShingle | Strzelecki Michał Numerical Three-Dimensional Model of Airport Terminal Drainage System Studia Geotechnica et Mechanica numerical modeling drainage system depression cone |
title | Numerical Three-Dimensional Model of Airport Terminal Drainage System |
title_full | Numerical Three-Dimensional Model of Airport Terminal Drainage System |
title_fullStr | Numerical Three-Dimensional Model of Airport Terminal Drainage System |
title_full_unstemmed | Numerical Three-Dimensional Model of Airport Terminal Drainage System |
title_short | Numerical Three-Dimensional Model of Airport Terminal Drainage System |
title_sort | numerical three dimensional model of airport terminal drainage system |
topic | numerical modeling drainage system depression cone |
url | http://www.degruyter.com/view/j/sgem.2014.36.issue-1/sgem-2014-0013/sgem-2014-0013.xml?format=INT |
work_keys_str_mv | AT strzeleckimichał numericalthreedimensionalmodelofairportterminaldrainagesystem |