1
Department of Civil Engineering, Zanjan Branch, Islamic Azad University, Iran
2
Department of Civil Engineering, Science and Research Branch, Islamic Azad Univ., Tehran, Iran
3
Department of Civil Engineering, Zanjan Branch, Islamic Azad University, Zanjan, Iran
Abstract
Liquefaction phenomena may cause two major concerns: 1- Ground deformation or ground failure due to the excess pore water pressure, and 2- Changing in ground site response caused by softening of liquefiable soil [1]. Liquefaction assessment and its consequences have been investigated by many researchers [2]. Although, there are not enough studies to determine the effect of soil softening and liquefaction on the seismic ground response. The main purpose of this study is to evaluate the ground response for liquefiable sites. Hence, Specific Cumulative Strain Energy (SCSE) parameter is defined to consider the effects of earthquake duration and thickness of liquefiable layer.The results of amplification pattern were presented in both of the effective and total stress analyses.
Alielahi,H. , Adampira,M. and Ghabraei,M. (2015). Numerical Modeling of Seismic Site Response of Liquefiable Soils Based on Cumulative Strain Energy. Bulletin of Earthquake Science and Engineering, 2(4), 71-86.
MLA
Alielahi,H. , , Adampira,M. , and Ghabraei,M. . "Numerical Modeling of Seismic Site Response of Liquefiable Soils Based on Cumulative Strain Energy", Bulletin of Earthquake Science and Engineering, 2, 4, 2015, 71-86.
HARVARD
Alielahi H., Adampira M., Ghabraei M. (2015). 'Numerical Modeling of Seismic Site Response of Liquefiable Soils Based on Cumulative Strain Energy', Bulletin of Earthquake Science and Engineering, 2(4), pp. 71-86.
CHICAGO
H. Alielahi, M. Adampira and M. Ghabraei, "Numerical Modeling of Seismic Site Response of Liquefiable Soils Based on Cumulative Strain Energy," Bulletin of Earthquake Science and Engineering, 2 4 (2015): 71-86,
VANCOUVER
Alielahi H., Adampira M., Ghabraei M. Numerical Modeling of Seismic Site Response of Liquefiable Soils Based on Cumulative Strain Energy. BESE, 2015; 2(4): 71-86.
