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Shear and P-Wave Velocity Interrelation of Pilani Region Soil

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dc.contributor.author Kumar, Kamalesh
dc.date.accessioned 2024-09-21T04:10:25Z
dc.date.available 2024-09-21T04:10:25Z
dc.date.issued 2024
dc.identifier.uri http://www.ijniet.org/wp-content/uploads/2024/04/2.pdf
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/15685
dc.description.abstract According to elastic rebound theory, earth’s crust behaves like an elastic medium. Due to earthquake, aerial bombardment or bomb-blast ground motion occurs resulting in stress waves. Shear wave as well as P-wave are two different type of stress waves. They are also called body waves because they travel through the earth. The propagation velocities of shear waves as well as P-waves are determined by the modulus of elasticity of the propagation medium like soil. Shear waves are quite damaging to geotechnical construction. Standard field based and lab based methods are available for shear wave velocity determination as well as estimation. All of them require complicated experimental setup. Laboratory based P-wave through soil determination is very simple on the other hand. In the present study, interrelation between shear wave velocity and P-wave velocity based on laboratory set-up has been studied for Pilani region. Exponential curve of best fit equation to obtain estimated value of shear wave velocity has been obtained knowing the P-wave velocity. Study is for Pilani region soil. Similar study can be undertaken at similar other regions also en_US
dc.language.iso en en_US
dc.publisher IJNIET en_US
dc.subject Civil Engineering en_US
dc.subject Stress Waves en_US
dc.subject P-Wave en_US
dc.subject Shear Wave en_US
dc.title Shear and P-Wave Velocity Interrelation of Pilani Region Soil en_US
dc.type Article en_US


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