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

Date

2018-01-01

Author

SAĞLAM, SELMAN
Bakir, Sadik

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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.

Subject Keywords

Pore pressure, Cyclic triaxial test, Fine-grained soil

URI

https://hdl.handle.net/11511/64679

Journal

JOURNAL OF EARTHQUAKE ENGINEERING

DOI

https://doi.org/10.1080/13632469.2016.1269697

Collections

Department of Civil Engineering, Article

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Citation Formats

S. SAĞLAM and S. Bakir, “Models for Pore Pressure Response of Low Plastic Fines Subjected to Repeated Loads,” JOURNAL OF EARTHQUAKE ENGINEERING, pp. 1027–1041, 2018, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/64679.