JOURNAL OF EARTHQUAKE ENGINEERING, vol.22, no.6, pp.1027-1041, 2018 (SCI-Expanded)
Article / Article
JOURNAL OF EARTHQUAKE ENGINEERING
Science Citation Index Expanded (SCI-EXPANDED), Scopus
Pore Pressure, Cyclic Triaxial Test, Fine-Grained Soil, SOILS, LIQUEFACTION, EARTHQUAKE, BEHAVIOR, CLAYS, SILT
Middle East Technical University Affiliated:
Cyclic pore pressure response of low plastic fines is examined with regard to factors influencing overall behavior of such soils under repeated loads. A model for pore pressure generation under repeated loads and another model for relationship between cyclic pore pressure and straining are proposed. The models are developed in consideration of an extended database generated through a comprehensive literature review. The models are evaluated based on the comparisons between predicted and measured pore pressure responses.