DOAJ Open Access 2024

Effect of Plastic Fine Content on the Static Liquefaction Potential of Sandy Soil

Quang-Huy Dang Philippe Reiffsteck Minh-Ngoc Vu Tuan Nguyen-Sy Van-Hung Pham

Abstrak

This study aims to investigate the effect of plastic fine content on the undrained monotonic behavior of sandy soils (mixtures of host sand and various plastic fine content from 0 to 25%), and in particular, their static liquefaction resistance (undrained shear strength). Illite Arvel is considered as a plastic fine to add to the host sand, the Fontainebleau sand. Binary mixture samples are reconstituted by using the moist tamping technique. A series of undrained triaxial tests were carried out to study the influence of different parameters, such as the fine content, the initial density index, the confining pressure, and the over-consolidation ratio (OCR) on the behavior of sandy soil mixture. Based on the results acquired from these tests, the liquefaction susceptibility of the sandy soil is discussed by using Chinese criteria.

Topik & Kata Kunci

Technology Engineering (General). Civil engineering (General) Biology (General) Physics Chemistry

Penulis (5)

Quang-Huy Dang

Philippe Reiffsteck

Minh-Ngoc Vu

Tuan Nguyen-Sy

Van-Hung Pham

Format Sitasi

APA MLA BibTeX

Dang, Q., Reiffsteck, P., Vu, M., Nguyen-Sy, T., Pham, V. (2024). Effect of Plastic Fine Content on the Static Liquefaction Potential of Sandy Soil. https://doi.org/10.3390/app14135881

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Informasi Jurnal

Tahun Terbit: 2024
Sumber Database: DOAJ
DOI: 10.3390/app14135881
Akses: Open Access ✓