Deformation Monitoring of High Steep Slope in Open-Pit Mine with Multi-Orbit SBAS

doi:10.12068/j.issn.1005-3026.2020.10.013

Abstract

Abstract: For deep open pit deformation monitoring， three Sentinel-1 datasets were analyzed by the small baseline subset method for deformation monitoring of the high steep slope in Dagushan Open-pit Iron Mine. A slope deformation retrieval method based on topographic features was studied. Three groups of LOS deformation were transformed to slope deformation respectively. Three groups of monitoring results are in good agreement with terrestrial measurements， and there is a certain correlation with precipitation. Northwest slope of the open-pit is the main deformation area threatening mine safety. The results showed that rock mass structure， lithology and precipitation are main factors affecting the stability of deep open-pit mines. Multi-orbit SBAS can be used as a routine tool for deformation monitoring of high steep slopes in deep open-pit mines， providing technical support for disaster prevention and mitigation.

Key words: open-pit mine, high steep slope, deformation monitoring, small baseline subset method, time series InSAR

CLC Number:

TP722.6
TP79

WEI Lian-huan， FENG Qiu-yue， MAO Ya-chun， LIU Shan-jun. Deformation Monitoring of High Steep Slope in Open-Pit Mine with Multi-Orbit SBAS[J]. Journal of Northeastern University Natural Science, 2020, 41(10): 1445-1451.

References

[1]廖明生，王腾.时间序列InSAR技术与应用［M］.北京:科学出版社，2014.(Liao Ming-sheng，Wang Teng.Time series InSAR technology and application［M］.Beijing:Science Press，2014.)
[2]Ferretti A，Prati C，Rocca F.Permanent scatterers in SAR interferometry［J］.IEEE Transactions on Geoscience and Remote Sensing，2001，39(1):8-20.
[3]Ferretti A .Nonlinear subsidence rate estimation using permanent scatters in differential SAR interferometry［J］.IEEE Transactions on Geoscience & Remote Sensing，2000，38(5):2202-2212.
[4]Berardino P，Fornaro G，Lanari R，et al.A new algorithm for surface deformation monitoring based on small baseline differential SAR interferograms［J］.IEEE Transactions on Geoscience & Remote Sensing，2002，40(11):2375-2383.
[5]Hooper A.A multi-temporal InSAR method incorporating both persistent scatterer and small baseline approaches［J］.Geophysical Research Letters，2008，35:L16302.
[6]Amelung F，Galloway D L，Bell J W，et al.Sensing the ups and downs of Las Vegas:InSAR reveals structural control of land subsidence and aquifer-system deformation［J］.Geology，1999，27(6):483-486.
[7]Lanari R，Mora O，Manunta M，et al.A small-baseline approach for investigating deformations on full-resolution differential SAR interferograms［J］.IEEE Transactions on Geoscience and Remote Sensing，2004，42:1377-1386.
[8]Galloway D L，Hudnut K W，Ingebritsen S E，et al.Detection of aquifer system compaction and land subsidence using interferometric synthetic aperture radar，Antelope Valley，Mojave Desert，California［J］.Water Resources Research，1998，34(10):2573-2585.
[9]Zhao C Y，Zhang Q，Ding X L，et al.Monitoring of land subsidence and ground fissures in Xi’an，China 2005—2006:mapped by SAR interferometry［J］.Environmental Geology，2009，58:1533-1540.
[10]Wei L H，Zhang Y，Zhao Z G，et al.Analysis of mining waste dump site stability based on multiple remote sensing technologies［J］.Remote Sensing，2018，10(12):20-25.
[11]Fariba M，Bahram S，Masoud M，et al.Monitoring surface changes in discontinuous permafrost terrain using small baseline SAR interferometry，object-based classification，and geological features:a case study from Mayo，Yukon Territory，Canada［J］.GIScience & Remote Sensing，2018，56(4):485-510.
[12]刘治保.鞍山矿山区域生态修复与景观再生研究——以鞍山大孤山铁矿矿山区域为例［J］.美与时代(城市版)，2017(3):63-64.(Liu Zhi-bao.Regional ecological restoration and landscape regeneration of mining areas in Anshan—a case study on the Dagushan Iron Mine［J］.Beauty and Time(City Edition)，2017(3):63-64.)
[13]Huber M，Gruber A，Wendleder A，et al.The global TanDEM-X DEM:production status and first validation results［C］//International Archives of the Photogrammetry，Remote Sensing and Spatial Information Sciences.Melbourne，Australia，2012:45-50.
[14]The TanDEM-X 90m digital elevation model［EB/OL］.［2018-10-31］.https://geoservice.dlr.de/web/dataguide/tdm90/.
[15]王忠红，刘华艳，洪利，等.深凹露天矿边坡破坏成因分析及治理建议［J］.矿业工程，2008，6(5):23-24.(Wang Zhong-hong，Liu Hua-yan，Hong Li，et al.Analysis of reasons causing slope damage and its prevention in deep mining open pit mine［J］.Mining Engineering，2008，6(5):23-24.)
[16]胡颖鹏.大孤山铁矿露天地下协同开采方案研究［D］.沈阳:东北大学，2015.(Hu Ying-peng.Study on open-pit and underground collaborative mining scheme of Dagushan Iron Mine［D］.Shenyang:Northeastern University，2015.)
[17]张文钦，金锡古.大孤山高陡边坡稳定性关键技术研究［J］.有色矿冶，2012，28(3):12-15.(Zhang Wen-qin，Jin Xi-gu.Research of the key technologies for the high steep slope stability in Dagushan Iron Mine［J］.Nonferrous Mining and Metallurgy，2012，28(3):12-15.)
[15]关守平，房少纯.一种新型的区间-粒子群优化算法［J］.东北大学学报(自然科学版)，2012，33(10):1381-1384.(Guan Shou-ping，Fang Shao-chun.A new interval particle swarm optimization algorithm［J］.Journal of Northeastern University(Natural Science)，2012，33(10):1381-1384.)