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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Main Authors: Sylwester Kobielak, Theodor Krauthammer, Adam Walczak
Format: Article
Language:English
Published: Wiley 2007-01-01
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.
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institution Kabale University
issn 1070-9622
1875-9203
language English
publishDate 2007-01-01
publisher Wiley
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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
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AT theodorkrauthammer groundshockattenuationonaburiedcylindricalstructurebyabarrier
AT adamwalczak groundshockattenuationonaburiedcylindricalstructurebyabarrier