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DETERMINATION OF DEFORMATIONS OCCURED IN UNDERGROUND DRIFT BY TERRESTRIAL LASER SCANNER

Yıl 2018, Cilt: 20 Sayı: 59, 663 - 675, 01.05.2018

Öz

Determination of the deformations evolved during the excavation is crucial for the economical and safe excavation. The applications of terrestrial laser scanning (TLS) technique in deformation monitoring is getting attention in recent years due to advantages of rapidity, high accuracy and applicability in large areas in a short time. On the other hand the studies involving the evaluation of the data gathering from terrestrial laser scanner for the deformation analysis is still up to date. In this study, deformation of an underground drift was determined by the aid of terrestrial laser scanner measurements. Three different methods; Cloud to cloud, cloud to mesh and cross-section analysis were carried out for the deformation analysis. Then the results of these methods were compared

Kaynakça

  • [1] Prosser L., Marshall T. E. Tadolini S. C., Iannacchione A. T., and Banta C., 2006. Considerations for Using Roof Monitors in Underground Limestone Mines in the USA, https://www.cdc.gov/niosh/mining /userfiles/works/pdfs/cfurm.pdf (Erişim tarihi: 25.01.2018)
  • [2 ] Hosca E., Karmis M., and Haycocks C., 1995. Influence of support capacity and geometry on tailgate support. in International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, Cilt. 32, no. 8, s. 395A– 395A
  • [3] Wittke W, Pierau B, Erichsen C., 2006. New Austrian Tunneling Method (NATM) – Stability Analysis and Design. WBI, Essen
  • [4] Schubert, W., Steindorfer, A., and Button, A.E., 2002. Displacement Monitoring in Tunneling-an Overview. Felsbau, Cilt 20 (2), s. 7- 15.
  • [5] Barla, G., Bonini, M., Debernardi, D., 2008. Time dependent deformations in squeezing tunnels. The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics, Goa, India
  • [6] Walton, G., Delaloye, D., Diederichs, M.S. 2014. Development of an Elliptical Fitting Algorithm for Tunnel Deformation Monitoring with Static Terrestrial LiDAR Scanning. Tunn. and Underground Space Tech, Cilt. 43, s. 336-349. DOI: 10.1016/j.tust.2014.05.014
  • [7] Boehler, W. ve Marbs, A., 2002. 3d Scanning instruments. Proceeding of the CIPA WG6 International Workshop on Scanning for Cultural Heritage Recording.
  • [8] Fröhlich, C. and Mettenleiter, M., 2004: Terrestrial Laser Scanning – New Perspectives in 3D Surveying, In International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Cilt. XXXVI-8/W20
  • [9] Karşıdağ, G., (2011). Yersel lazer tarama ölçmelerinde doğruluk analizi. İstanbul Teknik Üniversitesi, Yüksek Lisans Tezi. İstanbul.
  • [10] Kraus, K., 2004. Photogrammetrie Band 1, Geometrische Informationen aus Photographien und Laserscanneraufnahmen. Walter de Gruyter Verlag, Berlin, 7. Auflage.
  • [11] Özdoğan M.V. 2015 . Madencilik Faaliyetleri Sonucu Oluşan Yüzey Hareketlerinin Yeni Teknolojiler İle Belirlenmesi.. Dokuz Eylül Üniversitesi Fen Bilimleri Enstitüsü, Doktora Tezi, 183s, İzmir.
  • [12] Vozikis, G., Haring, A., Vozikis, E. ve Kraus, K., 2004. Laser scanning: A new method for recording and documentation in archaeology. In Proceedings of FIG Working Week
  • [13] Staiger, R., 2003. Terrestrial Laser Scanning – Technology, Systems and Applications. In: Proceedings of 2nd FIG Regional Conference, December 2 – 5, Marrakech, Morocco,
  • [14] Lindenbergh, R., Pfeifer, N. and Rabbani, T., 2005. Accuracy Analysis of the Leica HDS3000 and Feasibility of Tunnel Deformation Monitoring, IAPRS XXXVI(3/W3), Proceedings of Laserscanning, Enschede, The Netherlands.
  • [15] Van Gosliga, R., Lindenbergh, R., Pfeifer, N., 2006. Deformation analysis of a bored tunnel by means of terrestrial laser scanning. Image Engineering and Vision Metrology. ISPRS Commission, Cilt. 36, s. 167– 172.
  • [16] Lemy, F., Yong, S., Schulz, T., 2006. A case study of monitoring tunnel wall displacement using laser scanning technology. The 10th IAEG International Congress, Nottingham.
  • [17] Lindenberg, R., Uchanski, L., Bucksch, A., Van Gosliga, R., 2009. Structural monitoring of tunnels using terrestrial laser scanning. Rep. Geodesy Cilt. 2 (87), s. 231–239.
  • [18] Nuttens, T., De Wulf, A., Bral, L., De Wit, B., Carlier, L., De Ryck, M., 2010. High resolution terrestrial laser scanning for tunnel deformation measurements. The FIG Congress 2010 Facing the Challenges – Building the Capacity, Sydney.
  • [19] Delaloye D., 2012. Development of a New Methodology For Measuring Deformation in Tunnels And Shafts Wıth Terrestrıal Laser Scannıng (LiDAR) Usıng Elliptical Fitting Algorithms. Queen’s University Kingston, Master Thesis, Ontario, Canada.
  • [20] Terzaghi, K., 1942. Shield tunnels for Chicago subway. Boston Soc. Civ. Eng. Cilt. 29 (3), s.163–210.
  • [21]Han,J.Y.,Guo,J,Jiang,Y.S,20 13. Monitoring tunnel deformations by means of multi-epoch dispersed 3D LIDAR point clouds: an improved approach. Tunnelling and Underground Space Technology, Cilt. 38 s. 385-389. DOI: 10.1016/j.tust.2013.07.022
  • [22]Han,J.Y,Guo,J.,Jiang,Y.S,20 13. Monitoring tunnel profile by means of multi-epoch dispersed 3-D LIDAR point clouds. Tunnelling and Underground Space Technology,Cilt. 33 s. 186-192. DOI: 10.1016/j.tust.2012.08.008
  • [23] Girardeau-Montaut, D., Roux, M., Marc, R., Thibault, G., 2005. Change detection on points cloud data acquired with a ground laser scanner. International Archives of Photogrammetry, Remote Sensing and Spatial Information Sciences, Cilt.36 s. 30–35
  • [24] Cignoni, P., Rocchini, C., 1998. Metro: measuring error on simplified surfaces. Computer Graphics Forum 17 Cilt. 2, s. 167– 174. DOI: 10.1111/1467-8659.00236

YERSEL LAZER TARAYICI İLE YERALTI GALERİSİNDE MEYDANA GELEN DEFORMASYONLARIN BELİRLENMESİ

Yıl 2018, Cilt: 20 Sayı: 59, 663 - 675, 01.05.2018

Öz

Yeraltı kazı çalışmaları esnasında meydana gelen
deformasyonların en yüksek doğrulukla belirlenmesi kazı
işleminin emniyeti ve ekonomisi için son derece önemlidir. Son
yıllarda yersel lazer tarayıcıların yeraltı deformasyon
ölçümlerindeki uygulamaları hızlı, yüksek doğrulukla ve büyük
alanlarda kısa sürede veri elde edebilmesinden dolayı gittikçe
önem kazanmıştır. Öte yandan yersel lazer tarayıcılar ile
yeraltından elde edilen verilerin deformasyon amaçlı
değerlendirilmesi konusu hala güncel bir çalışma alanıdır.
Bu çalışma kapsamında da örnek bir yeraltı ocağından yersel lazer
tarayıcı ile alınan ölçüm sonuçlarına göre deformasyon analizleri
yapılmıştır. Deformasyon analizleri yapılırken nokta bulutu –
nokta bulutu, nokta bulutu-model mesafesi ve kesit analizleri
olmak üzere üç yöntem kullanılmış ve bu üç yöntemin sonuçları
karşılaştırılmıştır

Kaynakça

  • [1] Prosser L., Marshall T. E. Tadolini S. C., Iannacchione A. T., and Banta C., 2006. Considerations for Using Roof Monitors in Underground Limestone Mines in the USA, https://www.cdc.gov/niosh/mining /userfiles/works/pdfs/cfurm.pdf (Erişim tarihi: 25.01.2018)
  • [2 ] Hosca E., Karmis M., and Haycocks C., 1995. Influence of support capacity and geometry on tailgate support. in International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, Cilt. 32, no. 8, s. 395A– 395A
  • [3] Wittke W, Pierau B, Erichsen C., 2006. New Austrian Tunneling Method (NATM) – Stability Analysis and Design. WBI, Essen
  • [4] Schubert, W., Steindorfer, A., and Button, A.E., 2002. Displacement Monitoring in Tunneling-an Overview. Felsbau, Cilt 20 (2), s. 7- 15.
  • [5] Barla, G., Bonini, M., Debernardi, D., 2008. Time dependent deformations in squeezing tunnels. The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics, Goa, India
  • [6] Walton, G., Delaloye, D., Diederichs, M.S. 2014. Development of an Elliptical Fitting Algorithm for Tunnel Deformation Monitoring with Static Terrestrial LiDAR Scanning. Tunn. and Underground Space Tech, Cilt. 43, s. 336-349. DOI: 10.1016/j.tust.2014.05.014
  • [7] Boehler, W. ve Marbs, A., 2002. 3d Scanning instruments. Proceeding of the CIPA WG6 International Workshop on Scanning for Cultural Heritage Recording.
  • [8] Fröhlich, C. and Mettenleiter, M., 2004: Terrestrial Laser Scanning – New Perspectives in 3D Surveying, In International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Cilt. XXXVI-8/W20
  • [9] Karşıdağ, G., (2011). Yersel lazer tarama ölçmelerinde doğruluk analizi. İstanbul Teknik Üniversitesi, Yüksek Lisans Tezi. İstanbul.
  • [10] Kraus, K., 2004. Photogrammetrie Band 1, Geometrische Informationen aus Photographien und Laserscanneraufnahmen. Walter de Gruyter Verlag, Berlin, 7. Auflage.
  • [11] Özdoğan M.V. 2015 . Madencilik Faaliyetleri Sonucu Oluşan Yüzey Hareketlerinin Yeni Teknolojiler İle Belirlenmesi.. Dokuz Eylül Üniversitesi Fen Bilimleri Enstitüsü, Doktora Tezi, 183s, İzmir.
  • [12] Vozikis, G., Haring, A., Vozikis, E. ve Kraus, K., 2004. Laser scanning: A new method for recording and documentation in archaeology. In Proceedings of FIG Working Week
  • [13] Staiger, R., 2003. Terrestrial Laser Scanning – Technology, Systems and Applications. In: Proceedings of 2nd FIG Regional Conference, December 2 – 5, Marrakech, Morocco,
  • [14] Lindenbergh, R., Pfeifer, N. and Rabbani, T., 2005. Accuracy Analysis of the Leica HDS3000 and Feasibility of Tunnel Deformation Monitoring, IAPRS XXXVI(3/W3), Proceedings of Laserscanning, Enschede, The Netherlands.
  • [15] Van Gosliga, R., Lindenbergh, R., Pfeifer, N., 2006. Deformation analysis of a bored tunnel by means of terrestrial laser scanning. Image Engineering and Vision Metrology. ISPRS Commission, Cilt. 36, s. 167– 172.
  • [16] Lemy, F., Yong, S., Schulz, T., 2006. A case study of monitoring tunnel wall displacement using laser scanning technology. The 10th IAEG International Congress, Nottingham.
  • [17] Lindenberg, R., Uchanski, L., Bucksch, A., Van Gosliga, R., 2009. Structural monitoring of tunnels using terrestrial laser scanning. Rep. Geodesy Cilt. 2 (87), s. 231–239.
  • [18] Nuttens, T., De Wulf, A., Bral, L., De Wit, B., Carlier, L., De Ryck, M., 2010. High resolution terrestrial laser scanning for tunnel deformation measurements. The FIG Congress 2010 Facing the Challenges – Building the Capacity, Sydney.
  • [19] Delaloye D., 2012. Development of a New Methodology For Measuring Deformation in Tunnels And Shafts Wıth Terrestrıal Laser Scannıng (LiDAR) Usıng Elliptical Fitting Algorithms. Queen’s University Kingston, Master Thesis, Ontario, Canada.
  • [20] Terzaghi, K., 1942. Shield tunnels for Chicago subway. Boston Soc. Civ. Eng. Cilt. 29 (3), s.163–210.
  • [21]Han,J.Y.,Guo,J,Jiang,Y.S,20 13. Monitoring tunnel deformations by means of multi-epoch dispersed 3D LIDAR point clouds: an improved approach. Tunnelling and Underground Space Technology, Cilt. 38 s. 385-389. DOI: 10.1016/j.tust.2013.07.022
  • [22]Han,J.Y,Guo,J.,Jiang,Y.S,20 13. Monitoring tunnel profile by means of multi-epoch dispersed 3-D LIDAR point clouds. Tunnelling and Underground Space Technology,Cilt. 33 s. 186-192. DOI: 10.1016/j.tust.2012.08.008
  • [23] Girardeau-Montaut, D., Roux, M., Marc, R., Thibault, G., 2005. Change detection on points cloud data acquired with a ground laser scanner. International Archives of Photogrammetry, Remote Sensing and Spatial Information Sciences, Cilt.36 s. 30–35
  • [24] Cignoni, P., Rocchini, C., 1998. Metro: measuring error on simplified surfaces. Computer Graphics Forum 17 Cilt. 2, s. 167– 174. DOI: 10.1111/1467-8659.00236
Toplam 24 adet kaynakça vardır.

Ayrıntılar

Diğer ID JA59NP96ZE
Bölüm Araştırma Makalesi
Yazarlar

Mehmet Volkan Özdoğan

Ahmet Hamdi Deliormanlı Bu kişi benim

Yayımlanma Tarihi 1 Mayıs 2018
Yayımlandığı Sayı Yıl 2018 Cilt: 20 Sayı: 59

Kaynak Göster

APA Özdoğan, M. V., & Deliormanlı, A. H. (2018). YERSEL LAZER TARAYICI İLE YERALTI GALERİSİNDE MEYDANA GELEN DEFORMASYONLARIN BELİRLENMESİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi, 20(59), 663-675.
AMA Özdoğan MV, Deliormanlı AH. YERSEL LAZER TARAYICI İLE YERALTI GALERİSİNDE MEYDANA GELEN DEFORMASYONLARIN BELİRLENMESİ. DEUFMD. Mayıs 2018;20(59):663-675.
Chicago Özdoğan, Mehmet Volkan, ve Ahmet Hamdi Deliormanlı. “YERSEL LAZER TARAYICI İLE YERALTI GALERİSİNDE MEYDANA GELEN DEFORMASYONLARIN BELİRLENMESİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi 20, sy. 59 (Mayıs 2018): 663-75.
EndNote Özdoğan MV, Deliormanlı AH (01 Mayıs 2018) YERSEL LAZER TARAYICI İLE YERALTI GALERİSİNDE MEYDANA GELEN DEFORMASYONLARIN BELİRLENMESİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 20 59 663–675.
IEEE M. V. Özdoğan ve A. H. Deliormanlı, “YERSEL LAZER TARAYICI İLE YERALTI GALERİSİNDE MEYDANA GELEN DEFORMASYONLARIN BELİRLENMESİ”, DEUFMD, c. 20, sy. 59, ss. 663–675, 2018.
ISNAD Özdoğan, Mehmet Volkan - Deliormanlı, Ahmet Hamdi. “YERSEL LAZER TARAYICI İLE YERALTI GALERİSİNDE MEYDANA GELEN DEFORMASYONLARIN BELİRLENMESİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 20/59 (Mayıs 2018), 663-675.
JAMA Özdoğan MV, Deliormanlı AH. YERSEL LAZER TARAYICI İLE YERALTI GALERİSİNDE MEYDANA GELEN DEFORMASYONLARIN BELİRLENMESİ. DEUFMD. 2018;20:663–675.
MLA Özdoğan, Mehmet Volkan ve Ahmet Hamdi Deliormanlı. “YERSEL LAZER TARAYICI İLE YERALTI GALERİSİNDE MEYDANA GELEN DEFORMASYONLARIN BELİRLENMESİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi, c. 20, sy. 59, 2018, ss. 663-75.
Vancouver Özdoğan MV, Deliormanlı AH. YERSEL LAZER TARAYICI İLE YERALTI GALERİSİNDE MEYDANA GELEN DEFORMASYONLARIN BELİRLENMESİ. DEUFMD. 2018;20(59):663-75.

Dokuz Eylül Üniversitesi, Mühendislik Fakültesi Dekanlığı Tınaztepe Yerleşkesi, Adatepe Mah. Doğuş Cad. No: 207-I / 35390 Buca-İZMİR.