Derleme
Yıl 2019,
Cilt: 6 Sayı: 2, 221 - 230, 26.12.2019
Öz
- Killi zeminlerin davranışı, birim
hacim ağırlık, boşluk oranı, mikroyapı, dane çapı dağılımı, kil minerolojisi,
plastiklik özelliği ve boşluklardaki suyun özelliklerine göre değişiklik
göstermektedir. Boşluklardaki su bazı durumlarda kirlenmektedir. Özellikle,
zeminde, mineral ayrışması, okyanusun geri çekilmesi, sulama işlemleri, katı
atık depolarındaki sızıntı ve işletmelerden dolayı tuzlanma meydana
gelmektedir. Bu sebeple çeşitli çalışmalar yapılmış ve literatürde konu
hakkında birçok rapor bulunmaktadır. Bu çalışmada, öncelikle magnezyum
klorür’ün ve diğer tuzların kil zemin ile etkileşime girmesi sonucu meydana
gelen davranış değişiklikleri ile ilgili önceden yapılan çalışmaların sonuçları sunulmuştur.
Anahtar Kelimeler
Kaynakça
- [1] Önalp A (2006). Geoteknik Bilgisi 1 Çözümlü Problemlerle Zeminler ve Mekaniği. 3. baskı, Birsen yayınevi, 442sayfa.
- [2] Das B. M (2006). Principles of Geotechnical Engineering. 5. baskı, Thomson, New York, USA, 686 sayfa.
- [3] Buckman H.O and Brady N.C (1967). The nature and properties of soils. The MacMillan Company, New York, New York.
- [4] Miller R.W and Donahue R.L (1995). Soils in Our Environment. Seventh Edition, Prudence Hall, Englewood, Cliffs, NJ. p. 323.
- [5] Hanson B, Grattan S.R and Fulton A (1999). Agricultural Salinity and Drainage. University of California Irrigation Program, University of California, Davis
- [6] Levy G.J, Rosenthal A, Torchitzky J, Shainberg I, ve Cehn Y (1999). Soil hydraulic conductivity changes caused by irrigation with reclaimed waste waters, Journal of Environmental Quality, 28:1658-1664.
- [7] van de Graaff R. and Patterson R (20019. Explaining the Mysteries of Salinity, SAR, and ESP in on-site practice, Conference On-site ’01. Advancing On-site Wastewater Systems 25-27th September 2001 Held at University of New England, Armidale. Coordinated by Lanfax Labs Armidale
- [8] Sparks D. L (2003). Environmental Soil Chemistry, Academic, San Diego.
- [9] Mitchell, J. and Soga, K., 2005, Fundamentals of Soil Behavior, 2nd ed., Wiley, New York.
- [10] Abood T. T, Kasa A. B, Chik Z. B 82007). Stabilisation of Silty Clay Soil Using Chloride Compounds, Journal of Engineering Science and Technology, Vol. 2, No. 1, 102-110.
- [11] Marchuk A. G. and Rengasamy, P (2010). Cation ratio of soil structural stability (CROSS), 19th World Congress of Soil Science, Soil Solutions for a Changing World 1 – 6 August 2010, Brisbane, Australia.
- [12] Shariatmadari N, Salami M, Fard M. K (2011). Effect of inorganic salt solutions on some geotechnical properties of soil-bentonite mixtures as barriers, International Journal of Civil Engineering, Vol. 9, No. 2.
- [13] Türköz M, Savaş H ve Tosun H (2011). Problemli Kil Zeminlerin Magnezyum Klorür Solüsyonu ile İyileştirmesi, Gazi Üniv. Müh. Mim. Fak. Der. J. Fac. Eng. Arch. Gazi Univ. Cilt 26, No 1, 233-242, 2011.
- [14] Ajam M, Sabour M. R, Dezvareh G. A (2014). Study of water salinity effect on geotechnical behavior of soil structure using response surface method (RSM), (Case study: Gotvand Dam), Ciência eNatura, Santa Maria, v. 37 Part 1 2014, p. 350−359.
- [15] Sasikumar J (2016). A Study on the Effect of Salt Solutions on Certain Geotechnical Properties of Two Clays, IJSRSET | Volume 2, Issue 5, Print ISSN: 2395-1990.
- [16] Latifi N, Rashid A. S. A, Ecemis N, Tahir M. M, Marto A (2016a). Time-dependent physicochemical characteristics of Malaysian residual soil stabilized with magnesium chloride solution, Arab J Geosci, 9: 58.
- [17] Latifi N, Rashid A. S. A, Marto A, Tahir M. M (2016b). Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat, Environ Earth Sci, 75:220.
- [18] Das S. M and Sudha A. R (20169. A Study on the Effect of Chemicals on the Geotechnical Properties of Bentonite and Bentonite-Sand Mixtures as Clay Liners, International Journal of Engineering Research & Technology (IJERT), Vol. 5 Issue 09, September-2016.
- [19] Helle T. E, Nordal S, Aagaard P and Lied O. K (2016). Long-term effect of potassium chloride treatment on improving the soil behavior of highly sensitive clay—Ulvensplitten, Norway, Can. Geotech. J. 53: 410–422.
- [20] Gorakhki M. R. H and Bareither, C. A (2016). Effects of Salinity on the Geotechnical Characterization of Fine-Grained Soils and Mine Tailings, Geotechnical Testing Journal, Vol. 39, No. 1, pp. 1–14, doi:10.1520/GTJ20140283. ISSN 0149-6115.
- [21] Afrin H (2017). Stabilization of Clayey Soils Using Chloride Components, American Journal of Civil Engineering, 5(6): 365-370.
- [22] Habibbeygi F. and Nikraz H (2018). Compression Behaviour of Highly Expansive Clays Stabilised with a Green Stabiliser of Mahnesium Chloride, International Journal of Geomate, May, Vol.14, Issue 45, pp.144-150.
- [23] Ramya H. N, Umesha T. S and Lalithamba H. S (2018). Effect of Sodium Chloride on Geotechnical Properties of Black Cotton Soil, Journal of Materials Science & Nanotechnology, Volume 6, Issue 3.
- [24] Mohankumar S. R ve Rakaraddy P. G (2018). Influence of Magnesium Chloride on Plasticity Characteristics and Engineering Properties of Black Cotton Soil, International Research Journal of Engineering and Technology (IRJET), Volume: 05 Issue: 06, June-2018.
- [25] Rahil F. H, Al-Soudany K. Y. H, Abbas N. S, Hussein L. Y (2019). Geotechnical Properties of Clayey Soils Induced by the Presence of Sodium Chloride, 2nd International Conference on Sustainable Engineering Techniques (ICSET 2019).
Toplam 25 adet kaynakça vardır.
Ayrıntılar
| Birincil Dil | Türkçe |
|---|---|
| Konular | Mühendislik |
| Bölüm | Makaleler |
| Yazarlar | |
| Yayımlanma Tarihi | 26 Aralık 2019 |
| Gönderilme Tarihi | 22 Kasım 2019 |
| Kabul Tarihi | 17 Aralık 2019 |
| Yayımlandığı Sayı | Yıl 2019 Cilt: 6 Sayı: 2 |