Instability Conditions of a Silty Sand under Monotonic Loads in Simple Shear Tests-Reference-Cited by-同舟云学术

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Instability Conditions of a Silty Sand under Monotonic Loads in Simple Shear Tests

Published:2024-11 Issue:11 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mele Lucia¹,Kocaman Kadir²,Özocak Aşkın³^ORCID,Flora Alessandro⁴

Affiliation:

1. Researcher Fellow, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Napoli Federico II, Napoli 80125, Italy (corresponding author).

2. Ph.D. Student, Dept. of Civil Engineering, Sakarya Univ., Sakarya 54050, Turkey.

3. Professor, Dept. of Civil Engineering, Sakarya Univ., Sakarya 54050, Turkey. ORCID: .

4. Full Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Napoli Federico II, Napoli 80125, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12494

Reference80 articles.

1. Airey, D. W., M. Budhu, and D. M. Wood. 1985. “Some aspects of the behaviour of soils in simple shear.” In Developments in soil mechanics and foundation engineering, 185–213. London: CRC Press. https://doi.org/10.4324/9780203975879.

2. An evaluation of direct simple shear tests on clay

3. Monotonic and cyclic behaviour of sand in direct simple shear test conditions considering low stresses

4. Amer, M. I., M. S. Aggour, and W. D. Kovacs. 1984. Size effect in simple shear testing. College Park, MD: Univ. of Maryland.

5. Liquefaction Testing of Stratified Silty Sands

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