Silt türü bir Zeminin Gerilme Rahatlaması üzerine Deneysel bir Çalışma
Öz
Anahtar Kelimeler
Kaynakça
- ASTM International, 2010. ASTM D4318-10: Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. 2010 Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA
- Augustesen, A., Liingaard, M. and Lade P.V., 2004. Evaluation of Time-Dependent Behavior of Soils. International Journal of Geomechanics, 4(3), 137-156.
- Bagheri, M., Rezania, M. and Nezhad, M.M., 2019. Rate Dependency and Stress Relaxation of Unsaturated Clays. International Journal of Geomechanics, 19(12), 04019128. Bock, R.G., Puri, V.M. and Manbeck, H.B., 1991. Triaxial test sample size effect on stress relaxation of wheat en masse. Transactions of the ASAE, 34(3), 966-971.
- Chegenizadeh, A., Keramatikerman, M., Nikraz, H., 2020. Effect of loading strain rate on creep and stress-relaxation characteristics of sandy silt. Results in Engineering, 7, 100143.
- Dijkstra, J., Andò, E. and Dano, C., 2019. Grain kinematics during stress relaxation in sand: not a problem for X-ray imaging. E3S Web of Conferences, 92, 01001.
- Dob, H., Messast, S., Boulon, M. and Flavigny, E., 2016. Treatment of the High Number of Cycles as a Pseudo-Cyclic Creep by Analogy with the Soft Soil Creep Model. Geotechnical and Geological Engineering, 34, 1985–1993.
- Hanley, K.J., O'Sullivan, C., Wadee, M.A. and Huang, X., 2015. Use of elastic stability analysis to explain the stress-dependent nature of soil strength. Royal Society Open Science, 2(4), 150038.
- Kamao, S., 2016. Creep And Relaxation Behavior of Highly Organic Soil. International Journal of Geomate, 11(25), 2506-2511
Ayrıntılar
Birincil Dil
Türkçe
Konular
Mühendislik
Bölüm
Araştırma Makalesi
Yazarlar
Eren Kömürlü
*
0000-0002-2123-7678
Türkiye
Yayımlanma Tarihi
22 Nisan 2021
Gönderilme Tarihi
27 Temmuz 2020
Kabul Tarihi
14 Nisan 2021
Yayımlandığı Sayı
Yıl 2021 Cilt: 42 Sayı: 1