Mitigation of post-liquefaction-induced failures using polyethylene terephthalate fibres: A study based on cyclic triaxial testing

Author Identifier (ORCID)

Sanjay Kumar Shukla: https://orcid.org/0000-0002-4685-5560

Abstract

The post-seismic failures can cause serious damages to many geotechnical vulnerable sites within a considerable short duration. Most of these failures occur even after the ceasing of driving forces but can lead to a significant loss of life and property. Plastic waste is a non-degradable waste and its utilisation in any mitigation project will lead to a successful approach towards sustainability. Therefore, this study facilitates the sustainable utilisation of polyethylene terephthalate (PET) fibres in mitigating the post-liquefaction of fine sand. Several cyclic triaxial tests were performed on both the reinforced and unreinforced specimens of fine sand. A total of three different fibre contents (0.2%, 0.4% and 0.6%) were used in the study for reinforcement purposes. Two different relative densities of 30% and 50% were considered for a better observation of the density effect. The presence of fibre was found to be more effective in the medium-dense specimens due to a better fibre-sand interlocking. The post-liquefaction state of the soil specimen has been simulated using static loading after the dissipation of excess pore water pressure. It has been found that there was a sharp increase in the elastic modulus of reinforced specimens than the unreinforced specimens under a post-liquefied state. The presence of fibres facilitated an additional tensile strength to the fine sand specimen. Also, the specimen was found to be most stable at a fibre content of 0.6%. The analysis has been made after comparing the stress-paths of the specimens.

Document Type

Conference Proceeding

Date of Publication

1-1-2025

Volume

706 LNCE

Publication Title

Lecture Notes in Civil Engineering

Publisher

Springer

School

School of Engineering

Funders

Ministry of Human Resource Development, Government of India, New Delhi (MHR 002)

Comments

Jain, A., Mittal, S., & Shukla, S. K. (2024). Mitigation of post-liquefaction-induced failures using polyethylene terephthalate fibres: A study based on cyclic triaxial testing. In Indian Geotechnical Conference (pp. 63-72). Singapore: Springer Nature Singapore. https://doi.org/10.1007/978-981-96-7791-7_5

Copyright

subscription content

First Page

63

Last Page

72

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Link to publisher version (DOI)

10.1007/978-981-96-7791-7_5