Models for Pore Pressure Response of Low Plastic Fines Subjected to Repeated Loads


SAĞLAM S., Bakir S.

JOURNAL OF EARTHQUAKE ENGINEERING, vol.22, no.6, pp.1027-1041, 2018 (Journal Indexed in SCI) identifier identifier

  • Publication Type: Article / Article
  • Volume: 22 Issue: 6
  • Publication Date: 2018
  • Doi Number: 10.1080/13632469.2016.1269697
  • Title of Journal : JOURNAL OF EARTHQUAKE ENGINEERING
  • Page Numbers: pp.1027-1041
  • Keywords: Pore Pressure, Cyclic Triaxial Test, Fine-Grained Soil, SOILS, LIQUEFACTION, EARTHQUAKE, BEHAVIOR, CLAYS, SILT

Abstract

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.