DETERMINATION OF DEFORMATIONS OCCURED IN UNDERGROUND DRIFT BY TERRESTRIAL LASER SCANNER
Yıl 2018,
Cilt: 20 Sayı: 59, 663 - 675, 01.05.2018
Mehmet Volkan Özdoğan
,
Ahmet Hamdi Deliormanlı
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
Mehmet Volkan Özdoğan
,
Ahmet Hamdi Deliormanlı
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