NUMERICAL MODELING OF SEISMIC SITE RESPONSE OF LIQUEFIABLE SOILS BASED ON CUMULATIVE STRAIN ENERGY

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Alielahi Hamid; ADAMPIRA MOHAMMAD; GHABRAEI MOHAMMAD

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Journal: BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING Year:2016 | Volume:2 | Issue:4 Page(s): 71-86

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Information Journal Paper

Title

NUMERICAL MODELING OF SEISMIC SITE RESPONSE OF LIQUEFIABLE SOILS BASED ON CUMULATIVE STRAIN ENERGY

Author(s)

Alielahi Hamid | ADAMPIRA MOHAMMAD | GHABRAEI MOHAMMAD | Issue Writer Certificate

Keywords

SITE EFFECTS

CUMULATIVE STRAIN ENERGY

PORE WATER PRESSURE

AMPLIFICATION PATTERN

LIQUEFACTION

NONLINEAR ANALYSIS

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. LIQUEFACTION assessment and its consequences have been investigated by many researchers. 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...

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APA: Copy

Alielahi, Hamid, ADAMPIRA, MOHAMMAD, & GHABRAEI, MOHAMMAD. (2016). NUMERICAL MODELING OF SEISMIC SITE RESPONSE OF LIQUEFIABLE SOILS BASED ON CUMULATIVE STRAIN ENERGY. BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING, 2(4 ), 71-86. SID. https://sid.ir/paper/265913/en

Vancouver: Copy

Alielahi Hamid, ADAMPIRA MOHAMMAD, GHABRAEI MOHAMMAD. NUMERICAL MODELING OF SEISMIC SITE RESPONSE OF LIQUEFIABLE SOILS BASED ON CUMULATIVE STRAIN ENERGY. BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING[Internet]. 2016;2(4 ):71-86. Available from: https://sid.ir/paper/265913/en

IEEE: Copy

Hamid Alielahi, MOHAMMAD ADAMPIRA, and MOHAMMAD GHABRAEI, “NUMERICAL MODELING OF SEISMIC SITE RESPONSE OF LIQUEFIABLE SOILS BASED ON CUMULATIVE STRAIN ENERGY,” BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING, vol. 2, no. 4 , pp. 71–86, 2016, [Online]. Available: https://sid.ir/paper/265913/en

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