Araştırma Makalesi
BibTex RIS Kaynak Göster

EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY

Yıl 2022, Cilt: 30 Sayı: 2, 253 - 259, 18.08.2022
https://doi.org/10.31796/ogummf.1055962

Öz

Plate load test is widely used for bearing capacity and settlement calculations of foundations. In this study, 6 plate load tests were carried out to determine the bearing capacity and settlement of the foundation. High-speed railway project will be constructed in related area. The project location is in Ankara/Turkey. Bearing capacity of the station platform building foundation was determined according to plate load test and finite element analysis. Finite element analysis (FEM) software, Plaxis 2D, was used for the understanding of the settlement behaviour of soil. Soil strength and deformation parameters were determined according to plate load test and finite element analysis. Elasticity theory was used for analytical solutions. Field measurements, finite element analysis (FEM) results and analytical solution were compared at final of the study. Finite element analysis (FEM) and elasticity theory settlement calculation results have a strong correlation with field observations.

Kaynakça

  • Agharazi, A., Martin, C.D., Tannant, D.D., (2014). Numerical Analysis of Plate Load Test Results on Fractured Rocks Using an Equivalent Continuum Model: Case Study of the Bakhtiary Dam Site, American Society of Civil Engineers (ASCE).
  • Araujo, D.A.M., Costa, C.M.L., Costa, Y.D.J., (2017). Dimension Effect on Plate Load Test Results, 2nd World Congress on Civil Structural and Environmental Engineering (CSEE’ 17), Barcelona, Spain, April.
  • ASTM D 1194-94 Standard Test Method for Bearing Capacity of Soil for Static Load and Spread Footings, USA.
  • Atkinson, J.H., Richardson, D. (1985). Elasticity and normality in soil-experimental examinations, Geotechnique, Volume 35, No 4, pp. 443-449, UK.
  • Bentley (2020) Plaxis 2D-Reference Manual, October.
  • Bowles, J.E., (1987). Elastic Foundation Settlements on Sand Deposits, Journal of Geotechnical Engineering, Volume 113, Iss 8, pp. 846-860, USA.
  • Bowles, J.E., (1997). Foundation Analysis and Design, McGraw- Hill Book Company, New York.
  • Boyle, W.J., (1992). Interpretation of plate load test data, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Volume 29, No 2, pp. 133-141, Great Britain.
  • Briaud, J.L., (2007). Spread Footings in Sand: Load Settlement Curve Approach, Journal of Geotechnical and Geoenvironmental Engineering, 133(8), pp. 905-920.
  • BS 1377-9: 1990 Methods of test for soil for civil engineering purposes- Part 9: In-situ tests, UK.
  • Das, B.M., Sivakugan, N. (2019). Principles of Foundation Engineering, Cengage Learning, USA.
  • Omar, M., (2017). Field Plate Load Test to Investigate Stress Distribution in Soil Mass with and without Reinforcement- United Arab Emirates, Jordan Journal of Civil Engineering, Volume 11, No 4.
  • Ping, W.V., Ge, L., Godwin, H., Evaluation of Pavement Layer Moduli Using Field Plate Bearing Load Test, Transportation Research Record 1501, pp. 39-49, USA.
  • Sultana, P., Dey, A.K. (2018). Estimation of Ultimate Bearing Capacity of Footings on Soft Clay from Plate Load Test Data Considering Variability, Indian Geotechnical Society.
  • TS 5744: 1988, Plaka yükleme deneyi ile zemin taşıma gücünün yerinde tayini, Turkey.
  • Uzuner, (1988). Plaka yukleme deneyi uzerine, TMH, September, Turkey.
  • Timoshenko, S., Goodier, N., (1951). Theory of Elasticity, McGraw-Hill Book Company Inc., New York.

PLAKA YÜKLEME DENEY SONUÇLARININ DEĞERLENDİRİLMESİ: ANKARA’ DA BİR VAKA ANALİZİ

Yıl 2022, Cilt: 30 Sayı: 2, 253 - 259, 18.08.2022
https://doi.org/10.31796/ogummf.1055962

Öz

Plaka yükleme deneyi temel taşıma gücü ve oturma hesaplarında yaygın olarak kullanılmaktadır. Bu çalışmada yapılan 6 plaka yükleme deney verisi kullanılarak taşıma gücü ve oturma hesapları yapılmıştır. Deneylerin yapıldığı bölgede yüksek hızlı tren hattı inşa edilecek olup proje lokasyonu Ankara’ dır. İstasyon peron yapısı temelleri için sonlu elemanlar yazılımı ve plaka yükleme deney verileri kullanılarak taşıma gücü hesapları yapılmıştır. Zemin oturma davranışı sonlu elemanlar analiz program Plaxis 2D kullanılarak modellenmiştir. Zemin dayanım ve deformasyon parametreleri plaka yükleme deneyi ve sonlu elemanlar yöntemi ile belirlenmiştir. Analitik çözümler için elastisite teorisi kullanılmıştır. Çalışmanın sonunda plaka yükleme deney sonuçları, analitik çözüm ve sonlu elemanlar çözüm sonuçları karşılaştırılmıştır. Sonlu elemanlar ve elastisite teorisi ile hesaplanan oturmaların arazi ölçümleri (plaka yükleme deneyi sonuçları) ile güçlü bir korelasyon oluşturduğu görülmüştür.

Kaynakça

  • Agharazi, A., Martin, C.D., Tannant, D.D., (2014). Numerical Analysis of Plate Load Test Results on Fractured Rocks Using an Equivalent Continuum Model: Case Study of the Bakhtiary Dam Site, American Society of Civil Engineers (ASCE).
  • Araujo, D.A.M., Costa, C.M.L., Costa, Y.D.J., (2017). Dimension Effect on Plate Load Test Results, 2nd World Congress on Civil Structural and Environmental Engineering (CSEE’ 17), Barcelona, Spain, April.
  • ASTM D 1194-94 Standard Test Method for Bearing Capacity of Soil for Static Load and Spread Footings, USA.
  • Atkinson, J.H., Richardson, D. (1985). Elasticity and normality in soil-experimental examinations, Geotechnique, Volume 35, No 4, pp. 443-449, UK.
  • Bentley (2020) Plaxis 2D-Reference Manual, October.
  • Bowles, J.E., (1987). Elastic Foundation Settlements on Sand Deposits, Journal of Geotechnical Engineering, Volume 113, Iss 8, pp. 846-860, USA.
  • Bowles, J.E., (1997). Foundation Analysis and Design, McGraw- Hill Book Company, New York.
  • Boyle, W.J., (1992). Interpretation of plate load test data, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Volume 29, No 2, pp. 133-141, Great Britain.
  • Briaud, J.L., (2007). Spread Footings in Sand: Load Settlement Curve Approach, Journal of Geotechnical and Geoenvironmental Engineering, 133(8), pp. 905-920.
  • BS 1377-9: 1990 Methods of test for soil for civil engineering purposes- Part 9: In-situ tests, UK.
  • Das, B.M., Sivakugan, N. (2019). Principles of Foundation Engineering, Cengage Learning, USA.
  • Omar, M., (2017). Field Plate Load Test to Investigate Stress Distribution in Soil Mass with and without Reinforcement- United Arab Emirates, Jordan Journal of Civil Engineering, Volume 11, No 4.
  • Ping, W.V., Ge, L., Godwin, H., Evaluation of Pavement Layer Moduli Using Field Plate Bearing Load Test, Transportation Research Record 1501, pp. 39-49, USA.
  • Sultana, P., Dey, A.K. (2018). Estimation of Ultimate Bearing Capacity of Footings on Soft Clay from Plate Load Test Data Considering Variability, Indian Geotechnical Society.
  • TS 5744: 1988, Plaka yükleme deneyi ile zemin taşıma gücünün yerinde tayini, Turkey.
  • Uzuner, (1988). Plaka yukleme deneyi uzerine, TMH, September, Turkey.
  • Timoshenko, S., Goodier, N., (1951). Theory of Elasticity, McGraw-Hill Book Company Inc., New York.
Toplam 17 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Mühendisliği
Bölüm Araştırma Makaleleri
Yazarlar

Safa Çevik 0000-0001-7460-4745

Erken Görünüm Tarihi 19 Ağustos 2022
Yayımlanma Tarihi 18 Ağustos 2022
Kabul Tarihi 27 Nisan 2022
Yayımlandığı Sayı Yıl 2022 Cilt: 30 Sayı: 2

Kaynak Göster

APA Çevik, S. (2022). EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi, 30(2), 253-259. https://doi.org/10.31796/ogummf.1055962
AMA Çevik S. EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY. ESOGÜ Müh Mim Fak Derg. Ağustos 2022;30(2):253-259. doi:10.31796/ogummf.1055962
Chicago Çevik, Safa. “EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY”. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi 30, sy. 2 (Ağustos 2022): 253-59. https://doi.org/10.31796/ogummf.1055962.
EndNote Çevik S (01 Ağustos 2022) EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 30 2 253–259.
IEEE S. Çevik, “EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY”, ESOGÜ Müh Mim Fak Derg, c. 30, sy. 2, ss. 253–259, 2022, doi: 10.31796/ogummf.1055962.
ISNAD Çevik, Safa. “EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY”. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 30/2 (Ağustos 2022), 253-259. https://doi.org/10.31796/ogummf.1055962.
JAMA Çevik S. EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY. ESOGÜ Müh Mim Fak Derg. 2022;30:253–259.
MLA Çevik, Safa. “EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY”. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi, c. 30, sy. 2, 2022, ss. 253-9, doi:10.31796/ogummf.1055962.
Vancouver Çevik S. EVALUATION OF PLATE LOAD TEST RESULTS: A CASE STUDY IN ANKARA/TURKEY. ESOGÜ Müh Mim Fak Derg. 2022;30(2):253-9.

20873 13565 13566 15461 13568  14913