journal article·2024-11-26Open access

Natural Creation of Large Rock Cavern: Can We Construct Them? Jenolan Caves as a Case Study

Keith Kong, Mojtaba Rajabi, Jurij Karlovsek

Applied Sciences· Volume 14· Issue 23

Abstract

The Jenolan Caves are the most spectacular limestone caves in Australia. Within this cave system, the Grand Arch, which is 24 m high, 55 m wide, and 127 m long, is the largest open cave in the country. A cave of this size could potentially accommodate small city streets, buildings, and other facilities. This paper examines a stability simulation of the Grand Arch, using numerical models to deduce foundational insights into rock openings under different geological and rock mass conditions. Following this, using numerical analysis, we investigate the creation of a man-made rock opening with the same span, height, and ground conditions of the Grand Arch but formed in two different arch shapes (i.e., with and without rock reinforcement as a stabilization measure). With all stability simulations conducted in this study, a clear explanation to describe the relationship and interaction between various parameters, such as rock mass structure and quality, rock mass strength, and in situ stress field, as well as different arch roofs shapes of the rock opening, is provided. Through its comparisons between natural rock cave and man-made rock openings, this study provides some findings and deep insight, as well as further questioning on creating a large size rock-reinforced cavern in different shapes to be opened in a range of rock conditions.
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Research context

OpenAlex topics: Karst Systems and Hydrogeology · Landslides and related hazards · Rock Mechanics and Modeling

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Tactix Sener Group Australia Pty, Melbourne, VIC 3000, Australia

School of Civil Engineering, University of Queensland, St. Lucia, Brisbane, QLD 4072, Australia

School of the Environment, University of Queensland, St. Lucia, Brisbane, QLD 4072, Australia

References (93)

Show source-provided references
1. Simpson, L.C., and Florea, L. (2009). The Cumberland Plateau of Eastern Kentucky. Caves and Karst of America, National Speological Society. Available online: https://digitalcommons.wku.edu/geog_fac_pub/19/.
2. UNESCO (2022, April 02). The United Nations Educational, Scientific and Cultural Organization, World Heritage Centre, Gunung Mulu National Park. Available online: https://whc.unesco.org/en/list/1013/.
3. Man-Made and Pseudo-Karst Caves: The Implications of Subsurface Features within Maya Centers10.1002/gea.3340070205 ↗
4. A Methodological Approach to Assess the Hazard of Underground Cavities Subjected to Environmental Weathering10.1016/j.tust.2018.08.041 ↗
5. Giordan, D., Godone, D., Baldo, M., Piras, M., Grasso, N., and Zerbetto, R. (2021). Survey Solutions for 3D Acquisition and Representation of Artificial and Natural Caves. Appl. Sci., 11.10.3390/app11146482 ↗
6. White, W.B. (1988). Geomorphology and Hydrology of Karst Terrains, Oxford University Press.
7. Weathering Mechanism of the Cretaceous Argillaceous Siltstone Caverns, Longyou, China10.1007/s10064-005-0004-3 ↗
8. Carboniferous Clay Deposits from Jenolan Caves, New South Wales: Implications for Timing of Speleogenesis and Regional Geology10.1080/08120090500507362 ↗
9. Engineering Geological Characteristics, Failure Modes and Protective Measures of Longyou Caverns of 2000 Years Old10.1016/j.tust.2008.08.003 ↗
10. The Cave Environment10.1126/science.165.3897.971 ↗
11. Ford, D.C. (1999). Cave Environments. Environmental Geology. Encyclopedia of Earth Science, Springer.10.1007/1-4020-4494-1_52 ↗
12. Constantin, S., Cornel Mirea, I.C., Petculescu, A., Arghir, R.A., Măntoiu, D.S., Kenesz, M., Robu, M., and Moldovan, O.T. (2021). Monitoring Human Impact in Show Caves. A Study of Four Romanian Caves. Sustainability, 13.10.3390/su13041619 ↗
13. Stability Charts for Predicting Sinkholes in Weakly Cemented Sand Over Karst Limestone10.1016/S0013-7952(01)00127-2 ↗
14. A Preliminary Analysis of Failure Mechanisms in Karst and Man-Made Underground Caves in Southern Italy10.1016/j.geomorph.2011.06.008 ↗
15. Parise, M. (2018). Evaluating the Susceptibility to Anthropogenic Sinkholes in Apulian Calcarenites, Southern Italy. Advances in Karst Research: Theory, Fieldwork and Applications. Special Publications 466, Geological Society.10.1144/SP466.20 ↗
16. Showcaves (2022, April 02). Jenolan Caves—Grand Arch. Available online: https://www.showcaves.com/english/au/showcaves/GrandArch.html.
17. GEO (2024, September 01). Rock Cavern Development in Hong Kong, Available online: https://www.cedd.gov.hk/filemanager/eng/content_454/IN_2022_31E.pdf.
18. URA (2024, September 01). Underground Space. Urban Redevelopment Authority, Available online: https://www.ura.gov.sg/Corporate/Get-Involved/Plan-Our-Future-SG/Innovative-Urban-Solutions/Underground-space.aspx.
19. Helsinki City (2024, September 01). Underground Master Plan of Helsinki—A City Growing Inside Bedrock. Brochure, City of Helsinki. Available online: https://www.appropedia.org/w/images/7/79/Helsinki_underground_master_plan.pdf.
20. Hudson, J.A. (1992). Rock Engineering Systems: Theory and Practice, Ellis Horwood.
21. Processes of Cavern Breakdown
22. Hudson, J.A., and Harrison, J.P. (1997). Engineering Rock Mechanics: An Introduction to the Principles, Elsevier Science.10.1016/B978-008043864-1/50002-1 ↗
23. A Method to Estimate the Pressure Arch Formation Above Underground Excavation in Rock Mass10.1016/j.tust.2017.09.004 ↗
24. White, W.B., Culver, D.C., and Pipan, T. (2019). Encyclopedia of Caves, Elsevier. [3rd ed.].
25. Design of Mingtan Power Caver
26. Predicted and Measured Performance of 62m Span Norwegian Olympic Ice Hockey Cavern at Gjøvik10.1016/0148-9062(94)90004-3 ↗
27. Pariseau, W.G. (2005, January 25–29). Preliminary Design Guidelines for Large Deep Underground Caverns. Proceedings of the 40th U.S. Symposium on Rock Mechanics (USRMS), Anchorage, AK, USA. ARMA/USRMS 05 No. 853.
28. Abe, K., Aihara, H., Aimi, A., Akutsu, R., Andreopoulos, C., Anghel, I., Anthony, L.H.V., Hyper-Kamiokande, K.A., and Ke, A. (2018). Hyper-Kamiokande Design Report 2018. arXiv.
29. Excavation Response and Reinforcement Practice of Large Underground Caverns within High-Stress Hard Rock Masses: The Case of Shuangjiangkou Hydropower Station, China10.1016/j.tust.2024.105698 ↗
30. Studying the effect of some parameters on the stability of shallow Tunnels10.1016/j.jsm.2018.02.001 ↗
31. Roof Stability in Deep Rock Tunnels10.1016/j.ijrmms.2019.104139 ↗
32. Analysis of Rock Load for Tunnel Lining Design10.1007/s10706-020-01202-y ↗
33. Probabilistic Estimation of Rock Load Acting on Tunnels Considering Uncertainty in Peak and Post-peak Strength Parameters10.1007/s10706-022-02057-1 ↗
34. Stability of Unlined Elliptical Tunnels in Rock Masses10.1007/s00603-022-02996-4 ↗
35. Experimental Study on Rockburst of Surrounding Rock in An Elliptical Tunnel With Different Axial Ratios10.1016/j.tust.2023.105329 ↗
36. Numerical Study on Failure Mechanism of Tunnel in Jointed Rock Mass10.1016/j.tust.2007.09.001 ↗
37. Theory and Practice of Rock Bolting
38. Hoek, E. (2024, August 01). Practical Rock Engineering. Available online: https://static.rocscience.cloud/assets/resources/learning/hoek/Practical-Rock-Engineering-E.Hoek-2023.pdf.
39. Principles of Rockbolting Design10.1016/j.jrmge.2017.04.002 ↗
40. Geology and Geomorphology of Jenolan Caves and the Surrounding Region
41. Hamilton-Smith, E. (1996). The Geology of the Jenolan Region. Abstracts of Papers, Karst Studies Seminar, Naracoorte, South Australia, Regolith Mapping, Hamilton, Victoria, Regolith Mapping.
42. Strength of Rock and Rock Masses
43. Applicability of the Geological Strength Index (GSI) Classification for Very Weak and Sheared Rock Masses. The Case of the Athens Schist Formation10.1007/s100640050031 ↗
44. Estimating the Geotechnical Properties of Heterogeneous Rock Masses such as Flysch10.1007/s100640000090 ↗
45. Practical Estimates of Rock Mass Strength10.1016/S1365-1609(97)80069-X ↗
46. The Hoek-Brown Failure Criterion and GSI—2018 Edition10.1016/j.jrmge.2018.08.001 ↗
47. Engineering Classification of Rock Masses for Design of Tunnel Support10.1007/BF01239496 ↗
48. New South Wales (NSW) Government (2024, May 05). Spatial Services. (Jenolan Caves), Available online: https://maps.six.nsw.gov.au/.
49. Worotnicki, G., and Denham, D. (1976). The State of Stress in the Upper Part of The Earth’s Crust in Australia According to Measurements in Mines and Tunnels and from Seismic Observations. Symposium on Investigation of Stress in Rock: Advances in Rock Measurement, Institution of Engineers.
50. Stresses in the Australian Crust: Evidence from Earthquakes and In-Situ Stress Measurements
51. The Crustal Stress Pattern in the Australian Continent10.1071/EG991101 ↗
52. The Present-day Stress Field of New South Wales, Australia10.1080/08120099.2016.1135821 ↗
53. The Present-day Stress Field of Australia10.1016/j.earscirev.2017.04.003 ↗
54. Prediction of the Present-day Stress Field in the Australian Continental Crust Using 3D Geomechanical–Numerical Models10.1080/08120099.2017.1294109 ↗
55. Enever, J.R., Hattersley, P., and Wooltorton, B. (1984, January 22–24). In Situ Rock Stress Measurements Using the Hydraulic Fracturing Technique for the Proposed Sydney Ocean Outfalls Project. Proceedings of the Fifth Australian Tunnelling Conference: State of the Art in Underground Development and Construction, Sydney, Australia.
56. Blue Mountains Sewage Transfer Scheme: A Review of Tunnelling10.1016/0886-7798(94)90033-7 ↗
57. Yu, J.Y.H., and Chan, S.L. (2006). Practical and Testing of Stone Cladding in Hong Kong, Symposium—Advanced Façade Engineering and Technology, Hong Kong Institute of Steel Construction.
58. Rocscience (2021). RS2 (Phase² v9) Numercial Software Package, Rocscience Inc.. Available online: www.rocscience.com.
59. Hammah, R.E., Yacoub, T.E., Corkum, B., Wibowo, F., and Curran, J.H. (2007, January 27–31). Analysis of Blocky Rock Slopes with Finite Element Shear Strength Reduction Analysis. Proceedings of the 1st Canada-US Rock Mechanics Symposium, Vancouver, BC, Canada.10.1201/NOE0415444019-c40 ↗
60. Hammah, R.E., Yacoub, T.E., Corkum, B., and Curran, J.H. (July, January 29). The Practical Modeling of Discontinuous Rock Masses with Finite Element Analysis. Proceedings of the 42nd US Rock Mechanics Symposium—2nd US-Canada Rock Mechanics Symposium, San Francisco, CA, USA.
61. Riahi, A., Hammah, E.R., and Curran, J.H. (2010, January 27–30). Limits of Applicability of the Finite Element Explicit Joint Model in the Analysis of Jointed Rock Problems. Proceedings of the 44th US Rock Mechanics Symposium and 5th US-Canada Rock Mechanics Symposium, Salt Lake City, UT, USA.
62. Validation of FEM Computer Program for Underground Excavations in Jointed Rock10.1080/1023697X.2015.1131639 ↗
63. Itasca (2019). UDEC (V7) Numerical Software Package, Itasca Consulting Group Inc.. Available online: http://www.itascacg.com/.
64. Elastoplastic Stability Analysis of Mine Haulage Drift in the Vicinity of Mined Stopes10.1016/j.ijrmms.2007.07.020 ↗
65. Numerical Modelling Stability Analyses of Haulage Drift in Deep Underground Mines
66. Abdellah, W.R., Haridy, A.K.A., Mohamed, A.K., Kim, J., Mahrous, A.M., and Ali, M.A.M. (2022). Behaviour of Horseshoe-Shaped Tunnel Subjected to Different in Situ Stress Fields. Appl. Sci., 12.10.3390/app12115399 ↗
67. (2018). SA (Standards Australia). Concrete Structures (Standard No. AS 3600:2018).
68. (2018). Eurocode 2: Design of Concrete Structures. Part 1-1: General Rules and Rules for Buildings (Standard No. BS EN 1992-1-1:2014+A1:2014).
69. Perras, M.A., and Diederichs, M.S. (2010, January 12–16). A Review of Excavation Damage Zones in Sedimentary Rocks with Emphasis on Numerical Modelling for EDZ Definition. Proceedings of the Canadian Geotechnical Society’s Annual Conference—Geo2010, Calgary, AL, Canada.
70. Predicting Excavation Damage Zone Depths in Brittle Rocks10.1016/j.jrmge.2015.11.004 ↗
71. The Numerical Simulation of Hard Rocks for Tunnelling Purposes at Great Depths: A Comparison between the Hybrid FDEM Method and Continuous Techniques10.1155/2018/3868716 ↗
72. Serviceability Analysis of Deep Underground Openings Driven in Jointed-Rock10.1016/j.ijmst.2017.06.024 ↗
73. FHWA (2004). FHWA Road Tunnel Design Guidelines, Report No FHWA-IF-05-023.
74. ITA (2009). General Report on Conventional Tunnelling Method, ITA Working Group Conventional Tunnelling, The International Tunnelling and Underground Space Association. ITA Report No 002.
75. Zhou, Y., Teo, T.Y., and Cai, J.G. (December, January 30). Rock Engineering Practice for Development of Underground Caverns in Singapore. Proceedings of the GeoSS 10th Anniversary Conference—A Decade of Geotechnical Advances, Singapore.
76. Cavern Roof Stability—Mechanism of Arching and Stabilization by Rockbolting10.1016/S0886-7798(02)00010-X ↗
77. A Rock Bolt and Rock Mass Interaction Model10.1016/j.ijrmms.2004.04.005 ↗
78. Numerical Investigation of Arching Mechanism to Underground Excavation in Jointed Rock Mass10.1016/j.tust.2015.06.007 ↗
79. Wang, S., Hagan, P.C., and Chen, C. (2016). Advances in Rock-Support and Geotechnical Engineering, Butterworth-Heinemann.10.1016/B978-0-12-810552-8.00004-0 ↗
80. Barton, N.R. (1998, January 20–22). Quantitative Description of Rock Masses for the Design of NMT Reinforcement. Proceedings of the International Conference on Hydro Power Development in Himalayas, Shimla, India.
81. Shotcrete Support Design in Blocky Ground: Towards a Deterministic Approach10.1016/0886-7798(94)00067-U ↗
82. Potvin, Y. (2012, January 6–8). Mechanisms of Rockbolt Support in Jointed Rock Masses. Proceedings of the Deep Mining 2012: The Sixth International Seminar and High Stress MiningDeep Mining 2012, Perth, Australian.
83. Mechanisms of Rockbolt Support for Highly Fractured Rock Masses–Insight from Physical and Numerical Modelling10.1007/s10064-022-02696-x ↗
84. Bischoff, J.A., and Smart, J.D. (1975, January 22–24). A Method of Computing a Rock Reinforcement System Which is Structurally Equivalent to an Internal Support System. Proceedings of the 16th US Symposium of Rock Mechanics, Minneapolis, MI, USA.
85. Practical Shotcrete Rock Reinforcement for Hard Rock Openings10.1080/1023697X.2018.1499446 ↗
86. Effect of Parallel Joint Interaction on Mechanical Behavior of Jointed Rock Mass Models10.1016/j.ijrmms.2016.12.010 ↗
87. Mikhelson, L. (2004). Structural Engineering Formulas, Mcgraw-Hill.
88. A Model Study of Rock-Joint Deformation10.1016/0148-9062(72)90010-1 ↗
89. The Shear Strength of Rock and Rock Joints10.1016/0148-9062(76)90003-6 ↗
90. The Shear Strength of Rock Joints in Theory and Practice10.1007/BF01261801 ↗
91. Stille, H., Eriksson, M., and Nord, G. (2004). Kompendium i Bergmekanik, Division of Soil and Rock Mechanics, Royal Institute of Technology. (In Swedish).
92. Stress Redistribution and Formation of the Pressure Arch above Underground Excavation in Rock Mass10.1080/19648189.2018.1541824 ↗
93. Stress, Instability and Design of Underground Excavations10.1016/S1365-1609(03)00110-2 ↗