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- W2391323304 abstract "In order to study the seismic behavior of geosynthetic-reinforced soil walls after long-term creep,the process of an 8 m-high cohesive back-filled geosynthetic-reinforced soil retaining wall subjected to earthquakes after five years of creep was analyzed with consideration of creep effects of the soil and the reinforcement material simultaneously using the finite element software ABAQUS.The effects of different types of earthquake waves were emphatically studied.In the analysis,the soil and the reinforcement material were modeled using an elastoplastic-viscoplastic model and a unified constitutive model,respectively.The results show that the remarkable creep effects of the soil and reinforcement material can increase total lateral displacement of the wall under earthquake loads after long-term creep;inner and outer potential failure surfaces exist simultaneously under strong earthquake loads;and the differences of dynamic response of the wall may be large under different earthquake waves with same peak acceleration values,thus the current seismic design methods only using peak acceleration values of earthquakes may be lack of rationality." @default.
- W2391323304 created "2016-06-24" @default.
- W2391323304 creator A5020219234 @default.
- W2391323304 date "2011-01-01" @default.
- W2391323304 modified "2023-09-28" @default.
- W2391323304 title "Effect of earthquake type on dynamic response of geosynthetic-reinforced soil walls after long-term creep" @default.
- W2391323304 hasPublicationYear "2011" @default.
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