Dergiler / Academic Platform Journal of Natural Hazards and Disaster Management / 2026 / Volume: 2 Issue: 1

Determination of Shear Strength Parameters by Multistage Triaxial Tests in the Long-Term Analysis of Slopes

Dua Kayatürk(SAKARYA UNIVERSITY OF APPLIED SCIENCES, FACULTY OF TECHNOLOGY)0000-0002-9432-2531
Ertan Bol(SAKARYA UNIVERSITY, FACULTY OF ENGINEERING)0000-0002-3903-0384
Sedat Sert(SAKARYA UNIVERSITY, FACULTY OF ENGINEERING)0000-0002-4114-6132
Aşkın Özocak(SAKARYA UNIVERSITY, FACULTY OF ENGINEERING)0000-0003-1102-1424
Sayfa
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Yayın Tarihi
2021-06-30
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

Thus, since it increases the usability of multistage tests, it will be helpful in terms of preventing possible disasters by enabling analysis in many more sites.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Accurate determination of soil parameters is of great importance in the analysis of landslides, which is a common type of natural disaster.
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Temel Bulgular & Veri:In the solution of landslide problems, the direct shear box test is generally preferred as a laboratory test type for the determination of the shear strength parameters of soils.
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Sonuç & Katkı:Thus, since it increases the usability of multistage tests, it will be helpful in terms of preventing possible disasters by enabling analysis in many more sites.
🔬Tür:Research Article
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Landslides · multistage triaxial test · Long-term analysis

Abstract

Accurate determination of soil parameters is of great importance in the analysis of landslides, which is a common type of natural disaster. In the solution of landslide problems, the direct shear box test is generally preferred as a laboratory test type for the determination of the shear strength parameters of soils. However, the need for drained parameters in long-term problems reveals a disadvantageous aspect of this experiment, especially in clayey soils, because pore water pressures cannot be measured in the direct shear box test, which is widely used in the laboratory to determine the shear strength of the soils. Multistage triaxial compression tests used to obtain shear strength parameters in the laboratory are advantageous compared to conventional triaxial compression tests because of the time and financial concerns, as well as the avoidance of differences between the samples to be tested. In this study, a new method was tried in addition to the methods used to obtain shear strength parameters with consolidated-drained multistage tests in normally consolidated clayey soils and the results were promising. Thus, since it increases the usability of multistage tests, it will be helpful in terms of preventing possible disasters by enabling analysis in many more sites.

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Bu Makaleye Atıf Yap

Kayatürk, D., Bol, E., Sert, S., Özocak, A. (2021). Determination of Shear Strength Parameters by Multistage Triaxial Tests in the Long-Term Analysis of Slopes. Academic Platform Journal of Natural Hazards and Disaster Management, Volume: 2 Issue: 1. https://doi.org/10.52114/apjhad.948154

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Kaynakça (13)

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