Buradasınız

Anasayfa » Content

YÜKE MARUZ İNCE DANELİ ZEMİNLERİN DONMA-ÇÖZÜLME DAVRANIŞI

FREEZING-THAWING BEHAVIOUR OF FINE GRAINED SOILS SUBJECTED TO SURCHARGE LOADS

Journal Name:

  • Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi

Publication Year:

  • 2013
DOI: 
10.5505/pajes.2013.35744

Key Words:

Keywords (Original Language):

Author NameUniversity of AuthorFaculty of Author
Abstract (2. Language): 
In cold climate zones, the shallow foundation soils belonging to civil engineering constructions such as highways, railways, irrigation channels are subject to freezing-thawing under these loads. In this study, with the purpose of representing such soils the freeze-thaw experiment has been carried out for the situation where load is applied on the samples in addition to the traditional method where there is no load on the sample. The experiments have been conducted on samples prepared with the compaction under standard proctor energy of fine grained soils. In the experiments conducted in the traditional method the unconfined compressive strength values of samples after 1, 3, 5 and 10 cycles have been determined. Then the freeze-thaw experiments were repeated while a load representing 25 %, 35 % and 50 % of these values was on the samples. As a result of the experiments conducted with both methods, the freeze-thaw resistances of the samples have been determined. It was observed that the freeze-thaw resistance values of soils under load are less than those found by the traditional method.
Bookmark/Search this post with
Abstract (Original Language): 
Mevsimsel donma görülen soğuk iklim bölgelerinde karayolu, demiryolu, sulama kanalı gibi mühendislik yapılarına ait yüzeysel temel zeminleri bu yükler altında donma-çözülmeye maruz kalmaktadır. Bu çalışmada bu tür zeminleri temsil etmek amacıyla donma-çözülme deneyi geleneksel yöntemin yani numune üzerinde yük olmamasının yanı sıra numuneler üzerine yük uygulanması hali için de yapılmıştır. Deneyler, bir ince daneli zeminin standart proktor enerjisi altında sıkıştırılması ile hazırlanan numuneler üzerinde yürütülmüştür. Geleneksel yöntemde yapılan deneylerde 1, 3, 5 ve 10 çevrim sonunda numunelerin serbest basınç mukavemet değerleri belirlenmiştir. Daha sonra bu değerlerin % 25, % 35 ve % 50'sine karşılık gelen yük numuneler üzerinde iken donma-çözülme deneyleri tekrarlanmıştır. Her iki yöntem ile yapılan deneyler sonucunda numunelerin donma-çözülme dayanımları belirlenmiştir. Deney sonuçlarından üzerinde yük olan zeminlerin donma-çözülme dayanım değerlerinin geleneksel yöntem ile bulunanlardan daha az olduğu görülmüştür.
FULL TEXT (PDF): 
PDF icon arastirmax-yuke-maruz-ince-daneli-zeminlerin-donma-cozulme-davranisi.pdf
  • 3
117
120
  • Turkish

REFERENCES

References: 

[1] Andersland, O. B., Ladanyi, B., Frozen Ground Engineering, 2nd Edition, John Wiley & Sons, USA, 2004.
[2]
Erol
, A., C sınıfı uçucu kül katkılı siltlerin dayanım ve donma-çözülme direncinin deneysel olarak incelenmesi, Yüksek Lisans Tezi, Ege Üniversitesi, Fen Bilimleri Enstitüsü, 2007.
[3] Cruzda, K.A., Hohmann, M., "Freezing effect on strength of clayey soils", Applied clay science, 12., 165-187, 1997.
[4] Zaimoğlu, A.S., "Freezing-thawing behavior of finegrained soils reinforced with polypropylene fibers", Cold regions science and technology, 60., 63-65, 2010.
[5] Yarbaşı, N., Kalkan, E., Akbulut, S., "Modification of the geotechnical properties, as influenced by freze-thaw, of granular soils with waste additives", Cold regions science and technology, 48., 44-54, 2007.
[6] Hazirbaba, K., Gullu, H., "California Bearing Ratio improvement and freeze-thaw performance of fine¬grained soils treated with geofiber and synthetic fluid", Cold regions science and technology, 63., 50-60, 2010.
[7] Ghazavi, M., Roustaie, M., "The influence of freeze-thaw cycles on the unconfined compressive strength of fiber-reinforced clay", Cold regions science and technology, 61.,
125-131, 2010.
[8] BS 1377, Part 2, Methods of test for soils for civil
engineering purposes, Classification tests. British standards institution, 1990.
[9] ASTM D 698-78, Fundamental principles of soil compaction, American society for testing and materials, West Conshohocken, Pennsylvania, USA.
[10] Kvaernei, H.S., (Zygarden, L., "The influence of freeze-thaw cycles and soil moisture on aggregate stability of three soils in Norway", Catena, 67., 175-182, 2006.
[11] Qi, J., Wei, M., Song, C., "Influence of freeze-thaw on engineering properties of silty soil", Cold regions science and technology, 53., 397-404, 2008.
[12] Gullu, H., Hazirbaba, K., "Unconfined compressive strength and post-freeze-thaw behavior of fine-grained soils treated with geofiber and synthetic fluid", Cold regions science and technology, 62., 142-150, 2010.
[13] Liu, J., Wang, T., Tian, Y., "Experimental study of the dynamic properties of cement- and lime- modified clay soils subjected to freeze-thaw cycles", Cold segions science and technology, 61., 29-33, 2010.
[14] Hazirbaba, K., Zhang, Y., Hulsey, J.L., "Evaluation of temperature and freeze-thaw effects on excess pore pressure generation of fine-grained soils", Soil dynamics and earthquake engineering, 31., 372-384, 2011.
[15] ASTM D 2166., Standard test method for unconfined compressive strength of cohesive soil, American society for testing and materials, West Conshohocken, Pennsylvania,
USA.
[16]
Taşpolat
, L.T., Zorluer, İ., Koyuncu, H., "Atık mermer tozunun geçirimsiz kil tabakalarda donma-çözülmeye etkisi", Yapı teknolojileri elektronik dergisi, 2., 11-16,
2006.
[17] Wang, D., Ma, W., Niu, Y.H., Chang, X., Wen, Z., "Effects of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay", Cold regions science and technology, 48., 34-43, 2007.

Thank you for copying data from http://www.arastirmax.com