Technical Papers
Feb 15, 2017

Investigation of Sloped Surface Subsidence during Inclined Seam Extraction in a Jointed Rock Mass Using Discontinuous Deformation Analysis

Publication: International Journal of Geomechanics
Volume 17, Issue 8

Abstract

In this study, the sloped ground subsidence of a jointed rock mass during tilted seam extraction was investigated using a trap-door model and discontinuous deformation analysis (DDA). In the trap-door model, the jointed rock mass was modeled by aluminum blocks. Sloped ground and inclined seams were produced by the rotary motion of the trap-door model around its center of rotation. The downward movement of the trap door simulated seam extraction, inducing subsidence of the sloped ground. A laser displacement sensor attached to the trap-door model during the extraction process recorded the ground settlement in digital data, which were used to plot subsidence profiles. Then, DDA was used to simulate the excavation process with the same geological conditions. The surface subsidence profiles in DDA were compared with those achieved with the trap-door model. Both experimental and computational results show that the change of the inclination angle affected the shape of the subsidence profiles. The surface subsidence profiles from the DDA simulation correlated well with those from the trap-door model. Thus, DDA is a potential method for predicting the sloped ground subsidence induced by mining extraction on inclined jointed rock strata.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors are thankful for the kind assistance of all lab mates at the Rock Laboratory of the Civil Engineering Department, National Cheng Kung University, Tainan, Taiwan. In addition, the authors thank the Ministry of Science and Technology of Taiwan for its financial support (Grants MOST 102-2221-E-006-197-MY3 and MOST 105-2628-E-006-004-MY3).

References

Alejano, L. R., Ramiréz-Oyanguren, P., and Taboada, J. (1999). “FDM predictive methodology for subsidence due to flat and inclined coal seam mining.” Int. J. Rock Mech. Min. Sci., 36, 475–491.
Asadi, A., Shakhriar, K., and Goshtasbi, K. (2004). “Profiling function for surface subsidence prediction in mining inclined coal seams.” J. Min. Sci., 40(2), 142–146.
Bahuguna, P. P., Srivastava, A. M. C., and Saxena, N. C. (1991). “A critical review of mine subsidence prediction methods.” Min. Sci. Tech., 13(3), 369–382.
Booker, J. R., Carter, J. P., Small, J. C., Brown, P. T., and Poulos, H. G. (1989). “Some recent applications of numerical methods to geotechnical analysis.” Comput. Struct., 31(1), 81–92.
British Geological Survey. (2014). “World mineral statistics archive,” 〈http://www.bgs.ac.uk/mineralsuk/statistics/worldArchive.html〉 (Apr. 13, 2016).
Cao, S., Song, W., Deng, D., Lei, Y., and Lan, J. (2016). “Numerical simulation of land subsidence and verification of its character for an iron mine using sublevel caving.” Int. J. Min. Sci. Tech., 26(2), 327–332.
Chen, D., Song, W., and Cao, S. (2016). “Numerical simulation of land subsidence and its field monitoring using caving method for an iron mine.” Electron. J. Geotech. Eng., 21, 2215–2230.
Chen, G., and Ohnishi, Y. (1999). “A non-linear model for discontinuities in DDA.” Proc., 3rd Int. Conf. on Analysis of Discontinuous Deformation, B. Amadei ed., American Rock Mechanics Association, Alexandria, VA, 57–64.
Dai, H. Y., Li, W. C., Liu, Y. X., and Jiang, Y. D. (2011). “Numerical simulation of surface movement laws under different unconsolidated layers thickness.” Trans. Nonferrous Met. Soc. China, 21, 599–603.
Donnelly, L. J., Cruz, H. D. L., Asmar, I., Zapata, O., and Perez, J. D. (2001). “The monitoring and prediction of mining subsidence in the Amaga, Angelopolis, Venecia and Bolombolo regions, Antioquia, Colombia.” Eng. Geol., 59(1–2), 103–114.
FLAC [Computer software]. Itasca Consulting Group, Minneapolis.
Franks, C. A. M., and Geddes, J. D. (1986). “Subsidence on steep slopes due to longwall mining.” Int. J. Min. Geol. Eng., 4, 291–301.
Franzius, J., and Potts, D. (2005). “Influence of mesh geometry on three-dimensional finite-element analysis of tunnel excavation.” Int. J. Geomech., 256–266.
Gao, M., Zhang, R., and Wang, M. (2013). “The mechanism of ground subsidence induced by EPB tunneling in sand and cobble stratum.” Proc., 2nd Int. Conf. on Geotechnical and Earthquake Engineering, ASCE, Reston, VA, 447–454.
Jiao, Y. Y., Zhang, H. Q., Tang, H. M., Zhang, X. L., Adoko, A. C., and Tian, H. N. (2014). “Simulating the process of reservoir-impoundment-induced landslide using the extended DDA method.” Eng. Geol., 182, 37–48.
Khanal, M., Adhikary, D., Jayasundara, C., and Balusu, R. (2016). “Numerical study of mine site specific multiseam mining and its impact on surface subsidence and chain pillar stress.” Geotech. Geol. Eng., 34(1), 217–235.
Ladanyi, B., and Hoyaux, B. (1969). “A study of the trap-door problem in a granular mass.” Can. Geotech. J., 6(1), 1–14.
Lloyd, P. W., Mohammad, N., and Reddish, D. J. (1997). “Surface subsidence prediction techniques for UK coalfields—An innovative numerical modelling approach.” Proc., 15th Mining Conf. of Turkey, Elsevier, Amsterdam, Netherlands,111–124.
López-Fernández, C., Prieto, D., Fernández-Viejo, G., Pando, L., and Fernández, E. (2013). “Surface subsidence induced by groundwater drainage tunneling in granite residual soils (Burata Railway Tunnel, Spain).” J. Geotech. Geoenviron. Eng., 821–824.
Ma, F. H., Sun, L., and Li, D. (2011). “Numerical simulation analysis of covering rock strata as mining steep inclined coal seam under fault movement.” Trans. Nonferrous Met. Soc. China, 21, 556–561.
MacLaughlin, M. M. (1997). “Discontinuous deformation analysis of the kinematics of rock slopes.” Ph.D. thesis, Univ. of California, Berkeley, CA.
MacLaughlin, M. M., and Doolin, D. M. (2006). “Review of validation of the discontinuous deformation analysis (DDA) method.” Int. J. Numer. Anal. Methods Geomech., 30(4), 271–305.
Marino, G., Osouli, A., Elgendy, M., and Karimpour, M. (2016). “Utilization of historical subsidence data for prediction of adverse subsidence conditions over Trona Mine.” Int. J. Geomech., 04016061.
McBride, A., and Scheele, F. (2001). “Investigation of discontinuous deformation analysis using physical laboratory models.” Proc., 4th Int. Conf. on Analysis of Discontinuous Deformation, N. Bicanic ed., Univ. of Glasgow, Glasgow, U.K., 73–82.
Meguid, M. A., Saada, S., Nunes, M. A., and Mattar, J. (2008). “Physical modeling of tunnels in soft ground: A review.” Tunnelling Underground Space Technol., 23(2), 185–198.
Nuric, A., Nuric, S., Kricak, L., Lapandic, I., and Husagic, R. (2012). “Numerical modeling and computer simulation of ground movement above underground mine.” Int. J. Environ. Chem. Ecol. Geol. Geophys. Eng. 6(9), 579–587.
Oh, H. J. and Lee, S. (2011). “Integration of ground subsidence hazard maps of abandoned coal mines in Samcheok, Korea.” Int. J. Coal Geol., 86(1), 58–72.
Park, S. H. (2001). “Mechanical behavior of ground with inclined layers during tunnel excavation.” Ph.D. dissertation, School of Civil Engineering, Kyoto Univ., Kyoto, Japan.
Park, S. H., and Adachi, T. (2002). “Laboratory model tests and FE analyses on tunneling in the unconsolidated ground with inclined layers.” Tunnelling Underground Space Technol., 17(2), 181–193.
Park, S. H., Adachi, T., Kimura, M., Kishida, K., Kikumoto, M. (2001). “Experimental study on tunneling in the ground with inclined layers and its simulation.” Modern tunneling science and technology, T Adachi, et al., eds., A. A. Balkema, Rotterdam, Netherlands, 189–194.
Peng, S. S., and Luo, Y. (1991). “Subsidence prediction in Illinois coal basin.” Proc., 10th Int. Conf. on Ground Control in Mining, West Virginia Univ., Morgantown, WV, 212–219.
Rodrìguez-Roa, F. (2002). “Ground subsidence due to a shallow tunnel in dense sandy gravel.” J. Geotech. Geoenviron. Eng., 426–434.
Sahu, P., and Lokhande, R. (2015). “An Investigation of sinkhole subsidence and its preventive measures in underground coal mining.” Procedia Earth Planet. Sci., 11, 63–75.
Sasaoka, T., Takamoto, H., Shimada, H., Oya, J., Hamanaka, A., and Matsui, K. (2015). “Surface subsidence due to underground mining operation under weak geological condition in Indonesia.” J. Rock Mech. Geotech. Eng., 7(3), 337–344.
Shahriar, K., Amoushahi, S., and Arabzadeh, M. (2009). “Prediction of surface subsidence due to inclined very shallow coal seam mining using FDM.” Proc., Coal 2009: Coal Operators’ Conf., N. Aziz, ed., Univ. of Wollongong, Wollongong, Australia, 130–139.
Shi, G. H. (1989). “Discontinuous deformation analysis: A new numerical model for the static and dynamics of block systems.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of California, Berkeley, CA.
Shi, G. H. (1992). “Discontinuous deformation analysis: A new numerical model for the statics and dynamics of deformable block structures.” Eng. Comput., 9(2), 157–162.
Shi, G. H. (2015). “Contact theory.” Sci. China Tech. Sci., 58, 1–47.
Shu, D. M., and Bhattacharyya, A. K. (1992a). “Influence of the sloping of ground surfaces on mine subsidence.” Proc., 11th Int. Conf. on Ground Control in Mining, Univ. of Wollongong, NSW, Australia, 475–482.
Shu, D. M., and Bhattacharyya, A. K. (1992b). “Modification of subsidence parameters for sloping ground surfaces by the rays projection method.” Geotech. Geol. Eng., 10(3), 223–248.
Singh, R. P., and Yadav, R. N. (1995). “Prediction of subsidence due to coal mining in Raniganj coalfield, West Bengal, India.” Eng. Geol., 39(1-2), 103–111.
Tanaka, T., and Sakai, T. (1993). “Progressive failure and scale effect of trap-door problems with granular materials.” Soils Found, 33(1), 11–22.
Tang, C. A., Tang, S. B., Gong, B., and Bai, H. M. (2015). “Discontinuous deformation and displacement analysis: From continuous to discontinuous.” Sci. China Technol. Sci., 58(9), 1567–1574.
Terzaghi, K. (1943). Theoretical soil mechanics, John Wiley & Sons, New York.
Thongprapha, T., Fuenkajorn, K., and Daemen, J. J. K. (2015). “Study of surface subsidence above an underground opening using a trap door apparatus.” Tunnelling Underground Space Technol., 46, 94–103.
Tsesarsky, M. (2004). “Stability of underground openings in stratified and jointed rock.” Ph.D. thesis, Dept. of Geological and Environmental Sciences, Ben-Gurion Univ. of the Negev, Beer-Sheva, Israel.
U.S. Geological Survey. (2014). “Mineral commodity summaries,” 〈http://minerals.usgs.gov/minerals/pubs/mcs/〉 (Apr. 20, 2016).
Vardoulakis, I., Graf, B., and Gudehus, G. (1981). “Trap-door problem with dry sand: A statical approach based upon model test kinematics.” Int. J. Numer. Anal. Methods, 5(1), 57–78.
Wu, J. H. (2003). “Numerical analysis of discontinuous rock masses using discontinuous deformation.” Ph.D. thesis, School of Civil Engineering, Kyoto Univ., Kyoto, Japan.
Wu, J. H., Ohnishi, Y., and Nishiyama, S. (2004a). “Simulation of the mechanical behavior of inclined jointed rock masses during tunnel construction using discontinuous deformation analysis (DDA).” Int. J. Rock Mech. Min. Sci., 41(5), 731–743.
Wu, J. H., Ohnishi, Y., and Nishiyama, S. (2004b). “Investigation on block displacements due to a shallow tunnel excavation in an inclined brick-type jointed rock mass using discontinuous deformation analysis.” J. Chin. Inst. Eng., 27(3), 307–314.
Xin, Y. J., Gou, P. F., and Ge, F. D. (2014). “Analysis of stability of support and surrounding rock in mining top coal of inclined coal seam.” Int. J. Min. Sci. Technol., 24(1), 63–68.
Xu, N., Kulatilake, P. H. S. W., Tian, H., Wu, X., Nan, Y., and Wei, T. (2013). “Surface subsidence prediction for the WUTONG mine using a 3-D finite difference method.” Comput. Geotech., 48, 134–145.
Yalcin, E., Gurocak, Z., Ghabchi, R., and Zaman, M. (2015). “Numerical analysis for a realistic support design: Case study of the Komurhan Tunnel in eastern Turkey.” Int. J. Geomech., 05015001.
Zheng, H., Zhang, P., and Du, X. L. (2016). “Dual form of discontinuous deformation analysis.” Comput. Methods Appl. Mech. Eng., 305, 196–216.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 17Issue 8August 2017

History

Received: Aug 2, 2016
Accepted: Dec 2, 2016
Published online: Feb 15, 2017
Discussion open until: Jul 15, 2017
Published in print: Aug 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Trong Nhan Do
Ph.D. Candidate, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 704, Taiwan.
Jian-Hong Wu [email protected]
Professor, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 704, Taiwan (corresponding author). E-mail: [email protected]
Hung-Ming Lin
Associate Researcher, Public Construction Research and Development Center, National Cheng Kung Univ., Tainan 704, Taiwan.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share