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Strength and Dilation Behaviour of a Reconstituted Sand-Shell Mixture

Yıl 2021, Sayı: 28, 831 - 836, 30.11.2021
https://doi.org/10.31590/ejosat.1011158

Öz

Calcareous sand usually composed of particles of carbonite origin of relatively weak structure, high void ratio and low grain strength. These sands show different strength and dilation behaviour than quartzite sands due to the existence of calcareous material. Several locations on the Libyan coasts are containing calcareous sands or sands with considerable amount of calcareous material such as broken shells or shell fragments. The present study is concerning in investigating the effect of the amount and the size of the calcareous material on the shear strength behaviour of sand shell mixtures. Samples were obtained from a coastal site near the city of Benghazi. The sand shell mixtures were prepared at practically similar unit weight and at a dense state. Two series of tests were performed in direct shear box of 100x100 mm on reconstituted samples of dry sand, the first was mixed with proportions of 20,40 and 60 % of broken shells by weight of material, and the second was mixed with only 20% of shell sizes ranging from 0.85 mm to 4.75 mm. The results indicated generally increasing of the peak angle of shearing resistance (фp) and reduction of dilation response of sand with increasing the amount and size of shell material. Furthermore, larger compression with increasing content and size of shell material is also observed due to the crushing of shell material during shearing.

Destekleyen Kurum

No

Proje Numarası

No

Teşekkür

Many Thanks

Kaynakça

  • Van lmpe, W.F, Menotti, A., Menge, P., VandenBroeck, M., Vinck, K. (2015). Compaction control and related stress–strain behaviour of off-shore land reclamations with calcareous sands, Soils and Foundations; Vol 55 No. (6) pp1474–1486.
  • Abdeltawab S., EL Mashad M. and El Shinawi A. (2013). “Geoengineering Properties of calcareous and Quartzite sand collected from West Alexandria coastal line and Abo Rawash Quarry area. “International Journal of Scientific & Engineering Research, Volume 4, Issue 11, 934
  • Safinus, S., Hossain, M.S., Randolph, M.F.(2013) Comparison of stress-strain behaviour of carbonate and silicate sediments , Proc. 18th Int. Conf. On Soil Mechanics and Geotechnical Engineering, pp. 267–270.
  • Ata A., Salem T. N., Hassan R. (2018) Geotechnical characterization of the calcareous sand in northern coast of Egypt , Ain Shams Engineering Journal, 9, 3381–3390.
  • Hassanlourad M., Salehzadeh H., Shahnazari H. (2008) Dilation and particle breakage effects on the shear strength of calcareous sands based on energy aspects “International Journal of Civil Engineerng. Vol. 6, No. 2. 108-119
  • Al Hattamleh O.H., Al-Deeky H.H. &. Akhtar M.N. (2013) The Consequence of Particle Crushing in Engineering Properties of Granular Materials,International Journal of Geosciences 04(07), 1055-1060M.
  • Lim, M. S., Wijeyesekera D. C., Zainorabidin A.& Bakar I. (2012) The Effects of Particle Morphology (Shape and Sizes) Characteristics on its Engineering Behaviour and Sustainable Engineering Performance of Sand, Interna-tional Journal of Integrated Engineering, Vol. 4, No. 4, pp. 27-37
  • Giang P.H.H., Van Impe P. O., Van Impe W. F., Menge P., Cnudde V., Haegeman W. (2017) Effects of particle characteristics on shear strength of calcareous sand , Acta geotechnica Slovenica 14(2).
  • Carter, J.P., Airey, D.W. and Fahey, M., (1999). A review of laboratory testing of calcareous soils, Proc., The Second International Conference on Engineering for Calcareous Sediments, Bahrain, 21-24 .
  • Elkateb T.M., Ali H.E. (2010), CPT-SPT correlations for calcareous sand in the Persian Gulf area “,2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA.
  • Yasufuku N, Hyde A.F.L. (1995) Pile end-bearing capacity in crushable sand. Geotechnique;45(4):663–76.
  • Bolton, M.D. (1986) The strength and dilatancy of sands Géotechnique., 36(1),65-78,.
  • Simoni, A. and Houlsby, G.T. (2006) The direct shear strength and dilatancy of sand-gravel mixtures." Geotech. and Geol. Engrg., 24(3), 523-549.
  • K.V.S.B. Raju and Nivya E.C. (2017) Strength and Dilatancy of Granular Materials International Journal of Research and Scientific Innovation (IJRSI) | Volume IV, Issue X, October, 2321–2705
  • Pei Cao , Ming-jing JIANG and Zhi-jun DING, (2020) Effects of particle size on mechanical behaviors of calcareous sand under triaxial conditions, 8th Japan-China Geotechnical Symposium, Japanese Geotechnical Society Special Publication, Volume 8 , Issue 5, , 182-187.

Sulandırılmış Kum Kabuk Karışımının Mukavemet ve Genleşme Davranışı

Yıl 2021, Sayı: 28, 831 - 836, 30.11.2021
https://doi.org/10.31590/ejosat.1011158

Öz

Genellikle nispeten küçük yapılı, yüksek boşluk oranına ve düşük tane mukavemetine sahip karbonit kökenli parçacıklardan oluşan kalkerli kum. Bu kumlar, kalkerli malzemenin varlığı nedeniyle kuvarsit kumlarından farklı mukavemet ve genleşme davranışı göstermektedir. Libya kıyılarındaki çeşitli konumlar, kırık kabuklar veya kabuk parçaları gibi önemli miktarda kalkerli malzeme içeren kalkerli kumlar veya kumlar içermektedir. Bu çalışma, kalkerli malzeme miktarının ve boyutunun kum kabuk karışımlarının kesme mukavemeti davranışı üzerindeki etkisini araştırmakla ilgilidir. Bingazi kenti yakınlarındaki bir kıyı bölgesinden örnekler alındı. Kum kabuk karışımları, pratik olarak benzer birim ağırlıkta ve yoğun halde hazırlanmıştır. Yeniden yapılandırılmış kuru kum numuneleri üzerinde 100x100 mm'lik doğrudan kesme kutusunda iki seri test yapıldı, ilki malzeme ağırlığına göre %20,40 ve %60 oranında kırık kabuk ile karıştırıldı ve ikincisi sadece %20 ile karıştırıldı. 0,85 mm ile 4,75 mm arasında değişen kabuk boyutları. Sonuçlar, kabuk malzemesinin miktarı ve boyutunun artmasıyla genel olarak kesme direncinin tepe açısının (фp) arttığını ve kumun genleşme tepkisinin azaldığını göstermiştir. Ayrıca, kesme sırasında kabuk malzemesinin ezilmesi nedeniyle, artan kabuk malzemesi içeriği ve boyutu ile daha büyük sıkıştırma da gözlenir.

Proje Numarası

No

Kaynakça

  • Van lmpe, W.F, Menotti, A., Menge, P., VandenBroeck, M., Vinck, K. (2015). Compaction control and related stress–strain behaviour of off-shore land reclamations with calcareous sands, Soils and Foundations; Vol 55 No. (6) pp1474–1486.
  • Abdeltawab S., EL Mashad M. and El Shinawi A. (2013). “Geoengineering Properties of calcareous and Quartzite sand collected from West Alexandria coastal line and Abo Rawash Quarry area. “International Journal of Scientific & Engineering Research, Volume 4, Issue 11, 934
  • Safinus, S., Hossain, M.S., Randolph, M.F.(2013) Comparison of stress-strain behaviour of carbonate and silicate sediments , Proc. 18th Int. Conf. On Soil Mechanics and Geotechnical Engineering, pp. 267–270.
  • Ata A., Salem T. N., Hassan R. (2018) Geotechnical characterization of the calcareous sand in northern coast of Egypt , Ain Shams Engineering Journal, 9, 3381–3390.
  • Hassanlourad M., Salehzadeh H., Shahnazari H. (2008) Dilation and particle breakage effects on the shear strength of calcareous sands based on energy aspects “International Journal of Civil Engineerng. Vol. 6, No. 2. 108-119
  • Al Hattamleh O.H., Al-Deeky H.H. &. Akhtar M.N. (2013) The Consequence of Particle Crushing in Engineering Properties of Granular Materials,International Journal of Geosciences 04(07), 1055-1060M.
  • Lim, M. S., Wijeyesekera D. C., Zainorabidin A.& Bakar I. (2012) The Effects of Particle Morphology (Shape and Sizes) Characteristics on its Engineering Behaviour and Sustainable Engineering Performance of Sand, Interna-tional Journal of Integrated Engineering, Vol. 4, No. 4, pp. 27-37
  • Giang P.H.H., Van Impe P. O., Van Impe W. F., Menge P., Cnudde V., Haegeman W. (2017) Effects of particle characteristics on shear strength of calcareous sand , Acta geotechnica Slovenica 14(2).
  • Carter, J.P., Airey, D.W. and Fahey, M., (1999). A review of laboratory testing of calcareous soils, Proc., The Second International Conference on Engineering for Calcareous Sediments, Bahrain, 21-24 .
  • Elkateb T.M., Ali H.E. (2010), CPT-SPT correlations for calcareous sand in the Persian Gulf area “,2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA.
  • Yasufuku N, Hyde A.F.L. (1995) Pile end-bearing capacity in crushable sand. Geotechnique;45(4):663–76.
  • Bolton, M.D. (1986) The strength and dilatancy of sands Géotechnique., 36(1),65-78,.
  • Simoni, A. and Houlsby, G.T. (2006) The direct shear strength and dilatancy of sand-gravel mixtures." Geotech. and Geol. Engrg., 24(3), 523-549.
  • K.V.S.B. Raju and Nivya E.C. (2017) Strength and Dilatancy of Granular Materials International Journal of Research and Scientific Innovation (IJRSI) | Volume IV, Issue X, October, 2321–2705
  • Pei Cao , Ming-jing JIANG and Zhi-jun DING, (2020) Effects of particle size on mechanical behaviors of calcareous sand under triaxial conditions, 8th Japan-China Geotechnical Symposium, Japanese Geotechnical Society Special Publication, Volume 8 , Issue 5, , 182-187.
Toplam 15 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Suleiman Khatrush 0000-0001-5586-0233

Proje Numarası No
Yayımlanma Tarihi 30 Kasım 2021
Yayımlandığı Sayı Yıl 2021 Sayı: 28

Kaynak Göster

APA Khatrush, S. (2021). Strength and Dilation Behaviour of a Reconstituted Sand-Shell Mixture. Avrupa Bilim Ve Teknoloji Dergisi(28), 831-836. https://doi.org/10.31590/ejosat.1011158