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Year 2018, Volume: 3 Issue: 3, 102 - 111, 31.12.2018

Abstract

References

  • [1] Finno, Richard J., and L. Sebastian Bryson. "Response of building adjacent to stiff excavation support system in soft clay." Journal of performance of constructed facilities 16.1 (2002): 10-20.
  • [2] Koutsoftas, Demetrious C., et al. "Deformations during cut-and-cover construction of Muni Metro Turnback project." Journal of Geotechnical and Geoenvironmental Engineering 126.4 (2000): 344-359.
  • [3] Ou, Chang-Yu, Bor-Yuan Shiau, and I-Wen Wang. "Three-dimensional deformation behavior of the Taipei National Enterprise Center (TNEC) excavation case history." Canadian Geotechnical Journal 37.2 (2000): 438-448.
  • [4] Ng, Charles Wang Wai. An evaluation of soil-structure interaction associated with a multi-propped excavation. Diss. University of Bristol, 1992.
  • [5] Hsieh, Hsii-Sheng, Chien-Chih Wang, and Chang-Yu Ou. "Use of jet grouting to limit diaphragm wall displacement of a deep excavation." Journal of geotechnical and geoenvironmental engineering 129.2 (2003): 146-157.
  • [6] Lin, D. G., T. C. Chung, and N. Phien-Wej. "Quantitative evaluation of corner effect on deformation behavior of multi-strutted deep excavation in Bangkok subsoil." Geotechnical Engineering 34.1 (2003): 41-57.
  • [7] Zdravkovic, L., D. M. Potts, and H. D. St John. "Modelling of a 3D excavation in finite element analysis." Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007. Thomas Telford Ltd, 2011.
  • [8] Peck, Ralph B. "Deep excavations and tunneling in soft ground." Proc. 7th ICSMFE, 1969 (1969): 225-290.
  • [9] Algin, Halil Murat, et al. "Derin Kazilarda Jet Grout Grup Kolonlarla Pasif Direnci Arttirilmiş İç Destekli Diyafram Duvar Sistemlerinin Üç Boyutlu Sonlu Elemanlar Analizi."
  • [10] Hou, Y. M., J. H. Wang, and L. L. Zhang. "Finite-element modeling of a complex deep excavation in Shanghai." Acta Geotechnica 4.1 (2009): 7-16.
  • [11] Dong, Yuepeng, et al. "Advanced finite element analysis of a complex deep excavation case history in Shanghai." Frontiers of Structural and Civil Engineering 8.1 (2014): 93-100.
  • [12] Whittle, Andrew J., Youssef MA Hashash, and Robert V. Whitman. "Analysis of deep excavation in Boston." Journal of geotechnical engineering 119.1 (1993): 69-90.
  • [13] Yoo, Chungsik, and Dongyeob Lee. "Deep excavation-induced ground surface movement characteristics–A numerical investigation." Computers and Geotechnics 35.2 (2008): 231-252.
  • [14] Hashash, Youssef MA, and Andrew J. Whittle. "Ground movement prediction for deep excavations in soft clay." Journal of geotechnical engineering 122.6 (1996): 474-486.
  • [15] Ou, Chang-Yu, Dar-Chang Chiou, and Tzong-Shiann Wu. "Three-dimensional finite element analysis of deep excavations." Journal of Geotechnical Engineering 122.5 (1996): 337-345.
  • [16] Zhao, B. D., et al. "Inverse analysis of deep excavation using differential evolution algorithm." International Journal for Numerical and Analytical Methods in Geomechanics 39.2 (2015): 115-134.
  • [17] Shao, Yong, and Emir Jose Macari. "Information feedback analysis in deep excavations." International Journal of Geomechanics 8.1 (2008): 91-103.
  • [18] Xu, Changjie, et al. "Dynamic deformation control of retaining structures of a deep excavation." Journal of Performance of Constructed Facilities 30.4 (2015): 04015071.
  • [19] Algin, Halil Murat. "Optimised design of jet-grouted raft using response surface method." Computers and Geotechnics 74 (2016): 56-73.
  • [20] Algin, Halil Murat, ve Ekmen, Arda Burak. “Natm Tüneli İle Köprü Temel Etkileşiminin Üç Boyutlu Sayısal Analizi.” 6. Geoteknik Sempozyumu 26-27 Kasım (2015): S.20-27.
  • [21] Algin, Halil Murat, ve Ekmen, Arda Burak. “Dktk Grupları Üzerindeki Radyelerin Tepki Yüzey Metodu İle Optimizasyonu.” Zemin Mekaniği ve Geoteknik Mühendisliği 16. Ulusal Kongresi 13-14 Ekim (2016).
  • [22] Algin, Halil Murat. “Jet-Grout Kolon-Zemin Etkileşiminin Realistik Modellemesi ve Arayüz Geometrisinin Geoyapısal Sistemin Davranışına Etkisi.” 5. Geoteknik Sempozyumu 5-7 Aralık (2013): S.40-47.
  • [23] Algin, Halil Murat. “Optimised Design Of Jet-Grouted Rafts Subjected To Nonuniform Vertical Loading.” Ksce, Korean Society Of Civil Engineers (2017): 1-15.

Kazı Aşamaları Dikkate Alınarak Derin Kazı Sistemlerinin Üç Boyutlu Sonlu Elemanlar Analizi

Year 2018, Volume: 3 Issue: 3, 102 - 111, 31.12.2018

Abstract



Derin kazılarda çökmelere neden olabilecek
önemli yer değiştirmeler oluşabilmektedir. Yapılması planlanan projelerin birçoğunda,
kazıya bağlı oluşacak deformasyonlar kaygı uyandırmaktadır. Derin kazı
sistemlerinde temel oturmasının yanal deplasmanlar ile beraber oluşması komşu
binalara zarar verebilir. Bu tip sistemlerde oluşabilecek deformasyonları
öngörmek için üç boyutlu sonlu elemanlar analizi (3B SE) kullanılabilir. Bu
çalışmada daha önce literatürde verilmiş derin kazı sisteminin 3B SE analizi
sunulmaktadır. Diğer çalışmalardan farklı olarak kazı öncesi durum dikkate
alınmış ve kazı aşamaları modellenmiştir. Görüntü işleme tekniği kullanılarak
sistemin 3B SE modellemesi yapılmıştır. Bu çalışmayla sunulan nümerik
modelleme tekniği kullanılarak, kazı aşamalarının da dikkate alınmasıyla
derin kazı sistemlerinin daha etkin tasarımına olanak sağlanmaktadır.


References

  • [1] Finno, Richard J., and L. Sebastian Bryson. "Response of building adjacent to stiff excavation support system in soft clay." Journal of performance of constructed facilities 16.1 (2002): 10-20.
  • [2] Koutsoftas, Demetrious C., et al. "Deformations during cut-and-cover construction of Muni Metro Turnback project." Journal of Geotechnical and Geoenvironmental Engineering 126.4 (2000): 344-359.
  • [3] Ou, Chang-Yu, Bor-Yuan Shiau, and I-Wen Wang. "Three-dimensional deformation behavior of the Taipei National Enterprise Center (TNEC) excavation case history." Canadian Geotechnical Journal 37.2 (2000): 438-448.
  • [4] Ng, Charles Wang Wai. An evaluation of soil-structure interaction associated with a multi-propped excavation. Diss. University of Bristol, 1992.
  • [5] Hsieh, Hsii-Sheng, Chien-Chih Wang, and Chang-Yu Ou. "Use of jet grouting to limit diaphragm wall displacement of a deep excavation." Journal of geotechnical and geoenvironmental engineering 129.2 (2003): 146-157.
  • [6] Lin, D. G., T. C. Chung, and N. Phien-Wej. "Quantitative evaluation of corner effect on deformation behavior of multi-strutted deep excavation in Bangkok subsoil." Geotechnical Engineering 34.1 (2003): 41-57.
  • [7] Zdravkovic, L., D. M. Potts, and H. D. St John. "Modelling of a 3D excavation in finite element analysis." Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique Symposium in Print 2007. Thomas Telford Ltd, 2011.
  • [8] Peck, Ralph B. "Deep excavations and tunneling in soft ground." Proc. 7th ICSMFE, 1969 (1969): 225-290.
  • [9] Algin, Halil Murat, et al. "Derin Kazilarda Jet Grout Grup Kolonlarla Pasif Direnci Arttirilmiş İç Destekli Diyafram Duvar Sistemlerinin Üç Boyutlu Sonlu Elemanlar Analizi."
  • [10] Hou, Y. M., J. H. Wang, and L. L. Zhang. "Finite-element modeling of a complex deep excavation in Shanghai." Acta Geotechnica 4.1 (2009): 7-16.
  • [11] Dong, Yuepeng, et al. "Advanced finite element analysis of a complex deep excavation case history in Shanghai." Frontiers of Structural and Civil Engineering 8.1 (2014): 93-100.
  • [12] Whittle, Andrew J., Youssef MA Hashash, and Robert V. Whitman. "Analysis of deep excavation in Boston." Journal of geotechnical engineering 119.1 (1993): 69-90.
  • [13] Yoo, Chungsik, and Dongyeob Lee. "Deep excavation-induced ground surface movement characteristics–A numerical investigation." Computers and Geotechnics 35.2 (2008): 231-252.
  • [14] Hashash, Youssef MA, and Andrew J. Whittle. "Ground movement prediction for deep excavations in soft clay." Journal of geotechnical engineering 122.6 (1996): 474-486.
  • [15] Ou, Chang-Yu, Dar-Chang Chiou, and Tzong-Shiann Wu. "Three-dimensional finite element analysis of deep excavations." Journal of Geotechnical Engineering 122.5 (1996): 337-345.
  • [16] Zhao, B. D., et al. "Inverse analysis of deep excavation using differential evolution algorithm." International Journal for Numerical and Analytical Methods in Geomechanics 39.2 (2015): 115-134.
  • [17] Shao, Yong, and Emir Jose Macari. "Information feedback analysis in deep excavations." International Journal of Geomechanics 8.1 (2008): 91-103.
  • [18] Xu, Changjie, et al. "Dynamic deformation control of retaining structures of a deep excavation." Journal of Performance of Constructed Facilities 30.4 (2015): 04015071.
  • [19] Algin, Halil Murat. "Optimised design of jet-grouted raft using response surface method." Computers and Geotechnics 74 (2016): 56-73.
  • [20] Algin, Halil Murat, ve Ekmen, Arda Burak. “Natm Tüneli İle Köprü Temel Etkileşiminin Üç Boyutlu Sayısal Analizi.” 6. Geoteknik Sempozyumu 26-27 Kasım (2015): S.20-27.
  • [21] Algin, Halil Murat, ve Ekmen, Arda Burak. “Dktk Grupları Üzerindeki Radyelerin Tepki Yüzey Metodu İle Optimizasyonu.” Zemin Mekaniği ve Geoteknik Mühendisliği 16. Ulusal Kongresi 13-14 Ekim (2016).
  • [22] Algin, Halil Murat. “Jet-Grout Kolon-Zemin Etkileşiminin Realistik Modellemesi ve Arayüz Geometrisinin Geoyapısal Sistemin Davranışına Etkisi.” 5. Geoteknik Sempozyumu 5-7 Aralık (2013): S.40-47.
  • [23] Algin, Halil Murat. “Optimised Design Of Jet-Grouted Rafts Subjected To Nonuniform Vertical Loading.” Ksce, Korean Society Of Civil Engineers (2017): 1-15.
There are 23 citations in total.

Details

Primary Language Turkish
Subjects Engineering
Journal Section Articles
Authors

Halil Murat Alğın

Arda Burak Ekmen

Egemen Kaya

Publication Date December 31, 2018
Submission Date December 9, 2018
Acceptance Date January 2, 2019
Published in Issue Year 2018 Volume: 3 Issue: 3

Cite

APA Alğın, H. M., Ekmen, A. B., & Kaya, E. (2018). Kazı Aşamaları Dikkate Alınarak Derin Kazı Sistemlerinin Üç Boyutlu Sonlu Elemanlar Analizi. Harran Üniversitesi Mühendislik Dergisi, 3(3), 102-111.