BibTex RIS Kaynak Göster

MICROPILES APPLICATIONS FOR SEISMIC RETROFITTING OF HISTORICAL BRIDGES

Yıl 2013, Cilt: 5 Sayı: 2, 1 - 8, 01.06.2013

Öz

Masonry bridges are regarded as the oldest examples of engineered structures in the world. Therefore, the preservation of these structures is getting a great deal of attention in the structural engineering community. And as such, restoration, strengthening and reinforcement of historical masonry bridges have become a challenge for civil engineers. In general, and to most extent, engineers have relied on several traditional retrofitting techniques that could be implemented for historic bridges. However, traditional retrofitting techniques have been inadequate for improving seismic behavior and resistance of these structures. With current advancement in materials and construction techniques, new technologies that can be appealing to historical bridges are emerging. Among these techniques include underpinning using micropiles with the technique called “micropiling”. Today, micropiles are used for the structural and seismic retrofitting of bridges, mosques, churches and many other ancient cultural heritage and modern structures. This study mainly focuses on historical masonry bridges; and it consists of three major parts. The first part introduces seismic retrofitting using micropiles for historical bridges. The second part discusses advantages and disadvantages of micropiling compared to other underpinning methods, in terms of seismic performance. Finally, the third part presents examples of applications in different parts of the world

Kaynakça

  • Cakir, F., Yetimoglu T., Repair and Underpinning of Historical Building Foundation, Proceedings of Symposium with International Participation on Strengthening and Preserving Historical Buildings and Cultural Heritage – 2, p. 269–279, October 15-16-17, 2009, Diyarbakir, Turkey (in Turkish)
  • Ahunbay, Z., (2009), “Monuments, Earthquakes and Repairs”, Proceedings of Symposium with International Participation on Strengthening and Preserving Historical Buildings and Cultural Heritage – 2, p. 55–56, October 15-16-17, 2009, Diyarbakir, Turkey (in Turkish)
  • Venice Charter (1964), IInd International Congress of Architects and Technicians of Historic Monuments, Venice, Italy
  • Kordahi, R.Z., Underpinning Strategies for Building with Deep Foundations, The Massachusetts Institute of Technology, MSc Thesis, 2004, Massachusetts, USA
  • Bruce, D.A., DiMillio, A.F., Juran, I., Introduction to Micropiles: An International Perspective, Foundation Upgrading and Repair for Infrastructure Improvement, Published by ASCE, 1995, Newyork, USA
  • Prezzi, M., Use Of Micropiles for Foundations of Transportation Structures, Research Study, Joint Transportation Research Program, 2004, Purdue University, USA
  • Sadek, M., Isam, S., Three-dimensional finite element analysis of the seismic behavior of inclined micropiles, Soil Dynamics and Earthquake Engineering, 24 (2004) 473– 485
  • Bruce, D.A., Cadden, A.W., Sabatini, P.J., Practical Advice for Foundation Design – Micropiles for Structural Support, Proceedings of the Geo-Frontiers Congress, January 24.26, 2005, Austin, Texas
  • Sadek, M., Shahrour, I., Influence of the head and tip connection on the seismic performance of micropiles, Soil Dynamics and Earthquake Engineering, 26 (2006) 461–468
  • 0] Babu, G.L.S., Murthy, B.S., Murthy, D.S.N, Nataraj, M.S., Bearing Capacity Improvement Using Micropiles: A Case Study, GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
  • 1] Misra, A., Chen, C.H., Oberoi, R., Kleiber, A., Simplified Analysis Method for Micropile Pullout Behavior, Journal of Geotechnical and Geoenvironmental Engineering, ASCE/October 2004
  • 2] Han, J., Ye, S-L., A Field Study on the Behavior of a Foundation Underpinned by Micropiles”, Canadian Geotechnical Journal, 2006, 43:30-42, 10.1139/t05-087
  • 3] Misra, A., Roberts, L.A., Oberoi, R., Chen, C.H., Uncertainty Analysis of Micropile Pullout Based upon Load Test Results, Journal of Geotechnical and Geoenvironmental Engineering, ASCE/ August 2007
  • 4] Frank, R., Forever the French National Project on Micropiles, 14th Prague Geotechnical Lecture, 22nd May 2006, Prague, The Czech Republic
  • 5] Marek, A.R., Muhunthan, B., FHWA Supported Structures Research Seismic Behavior of Micropiles, Research Report, 2005, Washington State Transportation Center (TRAC), Washington, USA
  • 6] Wang, J.N., Abrahams, M.J., Seismic Retrofit of Unreinforced Stone Masonry Bridge Piers and Discrete Element Analysis, 22nd US - Japan Bridge Engineering Workshop, October 23-25, 2006, Seattle, Washington.
  • 7] Mason, J.A., Bruce, D.A., Lizzi’s Structural System Retrofit with the Reticulated Internal Reinforcement Method (IRM), Transportation Research Record 1772, Paper No. 01-2861, 2001
Yıl 2013, Cilt: 5 Sayı: 2, 1 - 8, 01.06.2013

Öz

Kaynakça

  • Cakir, F., Yetimoglu T., Repair and Underpinning of Historical Building Foundation, Proceedings of Symposium with International Participation on Strengthening and Preserving Historical Buildings and Cultural Heritage – 2, p. 269–279, October 15-16-17, 2009, Diyarbakir, Turkey (in Turkish)
  • Ahunbay, Z., (2009), “Monuments, Earthquakes and Repairs”, Proceedings of Symposium with International Participation on Strengthening and Preserving Historical Buildings and Cultural Heritage – 2, p. 55–56, October 15-16-17, 2009, Diyarbakir, Turkey (in Turkish)
  • Venice Charter (1964), IInd International Congress of Architects and Technicians of Historic Monuments, Venice, Italy
  • Kordahi, R.Z., Underpinning Strategies for Building with Deep Foundations, The Massachusetts Institute of Technology, MSc Thesis, 2004, Massachusetts, USA
  • Bruce, D.A., DiMillio, A.F., Juran, I., Introduction to Micropiles: An International Perspective, Foundation Upgrading and Repair for Infrastructure Improvement, Published by ASCE, 1995, Newyork, USA
  • Prezzi, M., Use Of Micropiles for Foundations of Transportation Structures, Research Study, Joint Transportation Research Program, 2004, Purdue University, USA
  • Sadek, M., Isam, S., Three-dimensional finite element analysis of the seismic behavior of inclined micropiles, Soil Dynamics and Earthquake Engineering, 24 (2004) 473– 485
  • Bruce, D.A., Cadden, A.W., Sabatini, P.J., Practical Advice for Foundation Design – Micropiles for Structural Support, Proceedings of the Geo-Frontiers Congress, January 24.26, 2005, Austin, Texas
  • Sadek, M., Shahrour, I., Influence of the head and tip connection on the seismic performance of micropiles, Soil Dynamics and Earthquake Engineering, 26 (2006) 461–468
  • 0] Babu, G.L.S., Murthy, B.S., Murthy, D.S.N, Nataraj, M.S., Bearing Capacity Improvement Using Micropiles: A Case Study, GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems
  • 1] Misra, A., Chen, C.H., Oberoi, R., Kleiber, A., Simplified Analysis Method for Micropile Pullout Behavior, Journal of Geotechnical and Geoenvironmental Engineering, ASCE/October 2004
  • 2] Han, J., Ye, S-L., A Field Study on the Behavior of a Foundation Underpinned by Micropiles”, Canadian Geotechnical Journal, 2006, 43:30-42, 10.1139/t05-087
  • 3] Misra, A., Roberts, L.A., Oberoi, R., Chen, C.H., Uncertainty Analysis of Micropile Pullout Based upon Load Test Results, Journal of Geotechnical and Geoenvironmental Engineering, ASCE/ August 2007
  • 4] Frank, R., Forever the French National Project on Micropiles, 14th Prague Geotechnical Lecture, 22nd May 2006, Prague, The Czech Republic
  • 5] Marek, A.R., Muhunthan, B., FHWA Supported Structures Research Seismic Behavior of Micropiles, Research Report, 2005, Washington State Transportation Center (TRAC), Washington, USA
  • 6] Wang, J.N., Abrahams, M.J., Seismic Retrofit of Unreinforced Stone Masonry Bridge Piers and Discrete Element Analysis, 22nd US - Japan Bridge Engineering Workshop, October 23-25, 2006, Seattle, Washington.
  • 7] Mason, J.A., Bruce, D.A., Lizzi’s Structural System Retrofit with the Reticulated Internal Reinforcement Method (IRM), Transportation Research Record 1772, Paper No. 01-2861, 2001
Toplam 17 adet kaynakça vardır.

Ayrıntılar

Diğer ID JA66BG84TZ
Bölüm Makaleler
Yazarlar

Ferit Çakır Bu kişi benim

Jamshid Mohammadi Bu kişi benim

Yayımlanma Tarihi 1 Haziran 2013
Yayımlandığı Sayı Yıl 2013 Cilt: 5 Sayı: 2

Kaynak Göster

APA Çakır, F., & Mohammadi, J. (2013). MICROPILES APPLICATIONS FOR SEISMIC RETROFITTING OF HISTORICAL BRIDGES. International Journal of Engineering and Applied Sciences, 5(2), 1-8.
AMA Çakır F, Mohammadi J. MICROPILES APPLICATIONS FOR SEISMIC RETROFITTING OF HISTORICAL BRIDGES. IJEAS. Haziran 2013;5(2):1-8.
Chicago Çakır, Ferit, ve Jamshid Mohammadi. “MICROPILES APPLICATIONS FOR SEISMIC RETROFITTING OF HISTORICAL BRIDGES”. International Journal of Engineering and Applied Sciences 5, sy. 2 (Haziran 2013): 1-8.
EndNote Çakır F, Mohammadi J (01 Haziran 2013) MICROPILES APPLICATIONS FOR SEISMIC RETROFITTING OF HISTORICAL BRIDGES. International Journal of Engineering and Applied Sciences 5 2 1–8.
IEEE F. Çakır ve J. Mohammadi, “MICROPILES APPLICATIONS FOR SEISMIC RETROFITTING OF HISTORICAL BRIDGES”, IJEAS, c. 5, sy. 2, ss. 1–8, 2013.
ISNAD Çakır, Ferit - Mohammadi, Jamshid. “MICROPILES APPLICATIONS FOR SEISMIC RETROFITTING OF HISTORICAL BRIDGES”. International Journal of Engineering and Applied Sciences 5/2 (Haziran 2013), 1-8.
JAMA Çakır F, Mohammadi J. MICROPILES APPLICATIONS FOR SEISMIC RETROFITTING OF HISTORICAL BRIDGES. IJEAS. 2013;5:1–8.
MLA Çakır, Ferit ve Jamshid Mohammadi. “MICROPILES APPLICATIONS FOR SEISMIC RETROFITTING OF HISTORICAL BRIDGES”. International Journal of Engineering and Applied Sciences, c. 5, sy. 2, 2013, ss. 1-8.
Vancouver Çakır F, Mohammadi J. MICROPILES APPLICATIONS FOR SEISMIC RETROFITTING OF HISTORICAL BRIDGES. IJEAS. 2013;5(2):1-8.

21357download