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

Dua KAYATÜRK; Ertan BOL; Sedat SERT; Aşkın ÖZOCAK

doi:https://doi.org/10.52114/apjhad.948154

Makale detayları

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

Yazarlar:

Dua KAYATÜRK | Ertan BOL | Sedat SERT | Aşkın ÖZOCAK

Yayıncı:

Akademik Perspektif Derneği

Ana Başlıklar:

İnşaat mühendisliği

Dergi:

Academic Platform Journal of Natural Hazards and Disaster Management 2021 Vol.2 Issue 1, pp.29-36

Belge Tipi:

Makale

Yayın Tarihi:

6/2021

Belge Dili:

İngilizce

Document ID (Org No.):

2000437466

Sıklık:

İki Yıllık

eISSN:

2717-8714

DOI:

https://doi.org/10.52114/apjhad.948154

Özet:

 

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.

Makale detayları

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

Yazarlar: Dua KAYATÜRK | Ertan BOL | Sedat SERT | Aşkın ÖZOCAK

Yayıncı: Akademik Perspektif Derneği

Ana Başlıklar: İnşaat mühendisliği

Dergi: Academic Platform Journal of Natural Hazards and Disaster Management 2021 Vol.2 Issue 1, pp.29-36

Belge Tipi: Makale

Yayın Tarihi: 6/2021

Belge Dili: İngilizce

Document ID (Org No.): 2000437466

Sıklık: İki Yıllık

eISSN: 2717-8714

DOI: https://doi.org/10.52114/apjhad.948154

Sayı

Yazarlar:

Dua KAYATÜRK | Ertan BOL | Sedat SERT | Aşkın ÖZOCAK

Yayıncı:

Akademik Perspektif Derneği

Ana Başlıklar:

İnşaat mühendisliği

Dergi:

Academic Platform Journal of Natural Hazards and Disaster Management 2021 Vol.2 Issue 1, pp.29-36

Belge Tipi:

Makale

Yayın Tarihi:

6/2021

Belge Dili:

İngilizce

Document ID (Org No.):

2000437466

Sıklık:

İki Yıllık

eISSN:

2717-8714

DOI:

https://doi.org/10.52114/apjhad.948154