Liquefaction potential of Tezpur University has been assessed under hypothetical earthquake events using simplified method. The anticipated earthquake magnitude and its peak ground acceleration are assumed based on geophysical hazard study of the region. Seismic hazard analysis parameters are evaluated in terms of cyclic stress ratio (CSR) and cyclic resistance ratio (CRR). An earthquake of magnitude 6.5 with peak ground accelerations of 0.2g and 0.3g are considered in this analysis. Under the assumed earthquake event, the severity index of the site is found to be low to high as per susceptibility index of liquefaction hazard. Some mitigation measures are also recommended and to be practiced prior to construction.
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Liquefaction potential of Tezpur University has been assessed under hypothetical earthquake events using simplified method. The anticipated earthquake magnitude and its peak ground acceleration are assumed based on geophysical hazard study of the region. Seismic hazard analysis parameters are evaluated in terms of cyclic stress ratio (CSR) and cyclic resistance ratio (CRR). An earthquake of magnitude 6.5 with peak ground accelerations of 0.2g and 0.3g are considered in this analysis. Under the assumed earthquake event, the severity index of the site is found to be low to high as per susceptibility index of liquefaction hazard. Some mitigation measures are also recommended and to be practiced prior to construction.
Mr. Angshuman M. Saharia is currently pursuing B. Tech in Civil Engineering Department at Tezpur University(A Central University),India. He has worked in different projects in the field of geotechnical engineering (Civil Engineering).
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Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Liquefaction potential of Tezpur University has been assessed under hypothetical earthquake events using simplified method. The anticipated earthquake magnitude and its peak ground acceleration are assumed based on geophysical hazard study of the region. Seismic hazard analysis parameters are evaluated in terms of cyclic stress ratio (CSR) and cyclic resistance ratio (CRR). An earthquake of magnitude 6.5 with peak ground accelerations of 0.2g and 0.3g are considered in this analysis. Under the assumed earthquake event, the severity index of the site is found to be low to high as per susceptibility index of liquefaction hazard. Some mitigation measures are also recommended and to be practiced prior to construction. 60 pp. Englisch. N° de réf. du vendeur 9783659357633
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Saharia Angshuman M.Mr. Angshuman M. Saharia is currently pursuing B. Tech in Civil Engineering Department at Tezpur University(A Central University),India. He has worked in different projects in the field of geotechnical engineering. N° de réf. du vendeur 5150843
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Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -Liquefaction potential of Tezpur University has been assessed under hypothetical earthquake events using simplified method. The anticipated earthquake magnitude and its peak ground acceleration are assumed based on geophysical hazard study of the region. Seismic hazard analysis parameters are evaluated in terms of cyclic stress ratio (CSR) and cyclic resistance ratio (CRR). An earthquake of magnitude 6.5 with peak ground accelerations of 0.2g and 0.3g are considered in this analysis. Under the assumed earthquake event, the severity index of the site is found to be low to high as per susceptibility index of liquefaction hazard. Some mitigation measures are also recommended and to be practiced prior to construction.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 60 pp. Englisch. N° de réf. du vendeur 9783659357633
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Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Liquefaction potential of Tezpur University has been assessed under hypothetical earthquake events using simplified method. The anticipated earthquake magnitude and its peak ground acceleration are assumed based on geophysical hazard study of the region. Seismic hazard analysis parameters are evaluated in terms of cyclic stress ratio (CSR) and cyclic resistance ratio (CRR). An earthquake of magnitude 6.5 with peak ground accelerations of 0.2g and 0.3g are considered in this analysis. Under the assumed earthquake event, the severity index of the site is found to be low to high as per susceptibility index of liquefaction hazard. Some mitigation measures are also recommended and to be practiced prior to construction. N° de réf. du vendeur 9783659357633
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Taschenbuch. Etat : Neu. Liquefaction Potential Assessment of a Site Using SPT Data | Angshuman M. Saharia (u. a.) | Taschenbuch | 60 S. | Englisch | 2015 | LAP LAMBERT Academic Publishing | EAN 9783659357633 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 106039100
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