İnceleme Makalesi
BibTex RIS Kaynak Göster
Yıl 2024, Cilt: 6 Sayı: 2, 143 - 157, 31.08.2024

Öz

Kaynakça

  • Bailey, E.B., McCallien, W.J., 1950. Ankara Melanjı ve Anadolu şariyajı [The Ankara Mélange and the Anatolian Thrust]. Bulletin of the Mineral Research and Exploration, 40, 12-16 (in Turkish).
  • Bailey, E.B., McCallien, W.J., 1954. Serpentine lavas, the Ankara Mélange and the Anatolian Thrust. Earth and Environmental Science Transactions of the Royal Society of Edinburgh 62 (2), 403-442. https://doi.org/10.1017/S0080456800009340.
  • Birand, A.A., 1978. Soils of Ankara Region and Geotechnical Problems. Symposium on Ankara's Problems in Terms of Geosciences, Geological Society of Turkey, pp. 55-60.
  • Erol, O., 1956. Report on the Geology of the Middle Parts of the Köroğlu-Işık Mountains Volcanic Massif and the Neogene Basin between Beypazarı-Ayaş]. General Directorate of Mineral Research and Exploration of Turkey, Report No. 2279 (Unpublished).
  • Hansen, J.B., 1970. A revised and extend formula for bearing capacity. Danish Geotechnical Institute. Copenhagen, Bul. No. 28, 21. (Successor to Bul. No. 11). Kasapoğlu, K.E., 2000. Geotechnical Properties and Seismicity of Soils in Ankara City. Geological Engineers Chamber of Turkey, 180 p.
  • Meyerhof, G.G., 1951. The ultimate bearing capacity of foundations. Géotechnique 2 (4), 301-332.
  • NCEER, 1997. Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils. Youd, T.L. and Idriss, I.M. (eds.), Technical Report No. NCEER-97-0022.
  • Ozdemir, A., Ozdemir, M., 2006. Geotechnical Drilling Techniques, Belen Publishing, 234 p.
  • Sivrikaya, O., Toğrol, E., 2007. Relationships between SPT-N value and undrained shear strength of fine-grained soils in Turkey. Turkish Journal of Civil Engineering, 18(89), 4229-4246 (in Turkish with English abstract)
  • Stroud, M.A., 1974. The Standard Penetration Test in insensitive clays and soft rocks. Proceedings of the European Symposium on Penetration Testing 2 (2), 367-375.
  • Stroud, M.A., Butler, F.G., 1975. The Standard Penetration Test and the engineering properties of glacial materials. Conference on the Engineering Behaviour of Glacial Materials, University of Birmingham, 124-135.
  • Terzaghi, K., 1943. Theoretical Soil Mechanics. Wiley Publishing, 528 p.
  • Vesic, A.S., 1975. Bearing capacity of shallow foundations. Foundation Engineering Handbook. H.F. Winterkorn and H.Y. Fang, (eds.), Van Nostrand Reinhold, New York, 121-147.

Geotechnical Investigation for A Damaged Light Building Erected on A Fill Material-Rich in Expansive Soil

Yıl 2024, Cilt: 6 Sayı: 2, 143 - 157, 31.08.2024

Öz

The aim of this study is to investigate the causes of cracks and plaster spills observed in some walls and floor slabs of a light building, to determine whether these damages are caused by the soil, to present solution suggestions and preventive and/or remedial measures that can be taken for the damages caused by the soil, and to prepare the improvement project by evaluating the data obtained as a result of field and office studies for this purpose. For this purpose, soil investigation studies were carried out to reveal the geological and geotechnical properties of the soil on which the light building erected, and to determine whether the cracks and deformations seen in the building are caused by the soil. It was determined that the deep cracks observed in the walls and floors on the south and west sides of the light building were caused by the swelling pressures of the soil.

Kaynakça

  • Bailey, E.B., McCallien, W.J., 1950. Ankara Melanjı ve Anadolu şariyajı [The Ankara Mélange and the Anatolian Thrust]. Bulletin of the Mineral Research and Exploration, 40, 12-16 (in Turkish).
  • Bailey, E.B., McCallien, W.J., 1954. Serpentine lavas, the Ankara Mélange and the Anatolian Thrust. Earth and Environmental Science Transactions of the Royal Society of Edinburgh 62 (2), 403-442. https://doi.org/10.1017/S0080456800009340.
  • Birand, A.A., 1978. Soils of Ankara Region and Geotechnical Problems. Symposium on Ankara's Problems in Terms of Geosciences, Geological Society of Turkey, pp. 55-60.
  • Erol, O., 1956. Report on the Geology of the Middle Parts of the Köroğlu-Işık Mountains Volcanic Massif and the Neogene Basin between Beypazarı-Ayaş]. General Directorate of Mineral Research and Exploration of Turkey, Report No. 2279 (Unpublished).
  • Hansen, J.B., 1970. A revised and extend formula for bearing capacity. Danish Geotechnical Institute. Copenhagen, Bul. No. 28, 21. (Successor to Bul. No. 11). Kasapoğlu, K.E., 2000. Geotechnical Properties and Seismicity of Soils in Ankara City. Geological Engineers Chamber of Turkey, 180 p.
  • Meyerhof, G.G., 1951. The ultimate bearing capacity of foundations. Géotechnique 2 (4), 301-332.
  • NCEER, 1997. Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils. Youd, T.L. and Idriss, I.M. (eds.), Technical Report No. NCEER-97-0022.
  • Ozdemir, A., Ozdemir, M., 2006. Geotechnical Drilling Techniques, Belen Publishing, 234 p.
  • Sivrikaya, O., Toğrol, E., 2007. Relationships between SPT-N value and undrained shear strength of fine-grained soils in Turkey. Turkish Journal of Civil Engineering, 18(89), 4229-4246 (in Turkish with English abstract)
  • Stroud, M.A., 1974. The Standard Penetration Test in insensitive clays and soft rocks. Proceedings of the European Symposium on Penetration Testing 2 (2), 367-375.
  • Stroud, M.A., Butler, F.G., 1975. The Standard Penetration Test and the engineering properties of glacial materials. Conference on the Engineering Behaviour of Glacial Materials, University of Birmingham, 124-135.
  • Terzaghi, K., 1943. Theoretical Soil Mechanics. Wiley Publishing, 528 p.
  • Vesic, A.S., 1975. Bearing capacity of shallow foundations. Foundation Engineering Handbook. H.F. Winterkorn and H.Y. Fang, (eds.), Van Nostrand Reinhold, New York, 121-147.
Toplam 13 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Deniz Jeolojisi ve Jeofiziği
Bölüm Research Articles
Yazarlar

Dr. Adil Özdemir

Ekrem Kalkan

Duygu Turhan

Yayımlanma Tarihi 31 Ağustos 2024
Gönderilme Tarihi 23 Temmuz 2024
Kabul Tarihi 31 Ağustos 2024
Yayımlandığı Sayı Yıl 2024 Cilt: 6 Sayı: 2

Kaynak Göster

AMA Özdemir DA, Kalkan E, Turhan D. Geotechnical Investigation for A Damaged Light Building Erected on A Fill Material-Rich in Expansive Soil. IJESKA. Ağustos 2024;6(2):143-157.