Ground Shock Attenuation on a Buried Cylindrical Structure by a Barrier
This paper presents results from studies on the influence of an attenuation barrier on soil stresses and pressures acting on a buried silo, caused by underground explosions at different distances from the structure. The attenuation barrier was made of PVC tubes that were placed between the explosive...
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Format: | Article |
Language: | English |
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Wiley
2007-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2007/162348 |
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author | Sylwester Kobielak Theodor Krauthammer Adam Walczak |
author_facet | Sylwester Kobielak Theodor Krauthammer Adam Walczak |
author_sort | Sylwester Kobielak |
collection | DOAJ |
description | This paper presents results from studies on the influence of an attenuation barrier on soil stresses and pressures acting on a buried silo, caused by underground explosions at different distances from the structure. The attenuation barrier was made of PVC tubes that were placed between the explosive charges and the RC silo structure. Soil stress gages and pressure transducers were used to measure these data in the soil and on the structure, respectively. The influences of several parameters were analyzed for tests with and without an attenuation barrier between the silo and the explosive sources. |
format | Article |
id | doaj-art-5a45b51ff1a84fc49918f900dd69f207 |
institution | Kabale University |
issn | 1070-9622 1875-9203 |
language | English |
publishDate | 2007-01-01 |
publisher | Wiley |
record_format | Article |
series | Shock and Vibration |
spelling | doaj-art-5a45b51ff1a84fc49918f900dd69f2072025-02-03T01:25:55ZengWileyShock and Vibration1070-96221875-92032007-01-0114530532010.1155/2007/162348Ground Shock Attenuation on a Buried Cylindrical Structure by a BarrierSylwester Kobielak0Theodor Krauthammer1Adam Walczak2Institute of Building Engineering, Wrocław University of Technology, 27 Wybrzeze Wyspianskiego, 50-370 Wroclaw, PolandProtective Technology Center, Penn State University, 3127 Research Drive, Cato Park, State College, PA 16801, USACollege of Military Engineering, 100 Czajkowskiego Street, 51-150 Wrocław, PolandThis paper presents results from studies on the influence of an attenuation barrier on soil stresses and pressures acting on a buried silo, caused by underground explosions at different distances from the structure. The attenuation barrier was made of PVC tubes that were placed between the explosive charges and the RC silo structure. Soil stress gages and pressure transducers were used to measure these data in the soil and on the structure, respectively. The influences of several parameters were analyzed for tests with and without an attenuation barrier between the silo and the explosive sources.http://dx.doi.org/10.1155/2007/162348 |
spellingShingle | Sylwester Kobielak Theodor Krauthammer Adam Walczak Ground Shock Attenuation on a Buried Cylindrical Structure by a Barrier Shock and Vibration |
title | Ground Shock Attenuation on a Buried Cylindrical Structure by a Barrier |
title_full | Ground Shock Attenuation on a Buried Cylindrical Structure by a Barrier |
title_fullStr | Ground Shock Attenuation on a Buried Cylindrical Structure by a Barrier |
title_full_unstemmed | Ground Shock Attenuation on a Buried Cylindrical Structure by a Barrier |
title_short | Ground Shock Attenuation on a Buried Cylindrical Structure by a Barrier |
title_sort | ground shock attenuation on a buried cylindrical structure by a barrier |
url | http://dx.doi.org/10.1155/2007/162348 |
work_keys_str_mv | AT sylwesterkobielak groundshockattenuationonaburiedcylindricalstructurebyabarrier AT theodorkrauthammer groundshockattenuationonaburiedcylindricalstructurebyabarrier AT adamwalczak groundshockattenuationonaburiedcylindricalstructurebyabarrier |