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Stress-dependent hydraulic properties of clayey-silt aquitards in eastern Australia

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Abstract

Clayey-silt aquitards account for 60 % of the ~100-m-thick alluvial sediment sequence in the Gunnedah area of eastern Australia. To better understand the stress-dependent hydraulic properties of these low-permeability units, oedometer test data presented for the first time in this study have been integrated with geotechnical centrifuge permeameter tests. Estimates of vertical pre-consolidation effective stress (\(\sigma_{\text{p}}^{'}\)), vertical in situ effective stress (\(\sigma_{\text{i}}^{'}\)), and over-consolidation ratio (OCR) were used to determine whether centrifugation stresses caused compression of core samples, and the degree to which vertical hydraulic conductivity (K v) assessments were representative of the core samples tested. Results suggest that minimally disturbed drill core from semi-consolidated sediments (e.g., alluvial, colluvial, and eolian deposits) evaluated in this study should have target centrifugation stress less than \(\sigma_{\text{p}}^{'}, \) where OCR < 1 and \(\sigma_{\text{i}}^{'}\) where OCR > 1 to avoid significant changes in hydraulic properties during plastic straining. The results also imply that the stress-dependent response of aquitards is critical to understand the sensitivity of groundwater resources in areas with multiple stakeholders such as mining, coal seam gas, and agriculture developments. Groundwater in alluvial sediments that is essential for irrigation, water supply, and base flows to rivers must be sufficiently disconnected from groundwater in coal seams that are depressurized for extraction of energy resources.

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References

  1. Acworth RI, Timms WA, Kelly BFJ, McGeeney DE, Ralph TJ, Larkin ZT, Rau GC (2015) Late Cenozoic paleovalley fill sequence from the Southern Liverpool Plains, New South Wales—implications for groundwater resource evaluation. Aust J Earth Sci. doi:10.1080/08120099.2015.1086815

    Google Scholar 

  2. Acworth RI, Timms WA (2009) Evidence for connected water processes through smectite-dominated clays at Breeza, New South Wales. Aust J Earth Sci 56:81–96

    Article  Google Scholar 

  3. Ali A, Merrick NP, Williams RM, Mampitiya D, d’Hautefeuille F, Sinclair P (2004) Land settlement due to groundwater pumping in the Lower Namoi Valley of NSW. In: Proceedings of 9th Murray Darling Basin Groundwater Workshop, Bendigo, Australia

  4. Anderson MS, Acworth RI (2009) Stream-aquifer interactions in the Maules Creek catchment, Namoi Valley, NSW, Australia. Hydrogeol J 17:2005–2021

    Article  Google Scholar 

  5. Arch J (1998) Clay barriers in landfills. In: Parker A, Rae JE (eds) Environmental interactions of clays: clays and the environment. Springer, Berlin

    Google Scholar 

  6. AS (2009a) Methods of testing soils for engineering purposes—soil classification tests—determination of the liquid limit of a soil. Standard method 1289.3.1.1, Australian Standards, Sydney

  7. AS (2009b) Methods of testing soils for engineering purposes—soil classification tests—determination of the plastic limit of a soil. Standard method 1289.3.2.1, Australian Standards, Sydney

  8. AS (2009c) Methods of testing soils for engineering purposes—soil classification tests—calculation of the plasticity index of a soil. Standard method 1289.3.3.1, Australian Standards, Sydney

  9. AS (2008a) Methods of testing soils for engineering purposes—soil classification tests—Determination of the percent dispersion of a soil. Standard method 1289.3.8.2, Australian Standards, Sydney

  10. AS (2008b) Methods of testing soils for engineering purposes—soil classification tests—determination of the linear shrinkage of a soil. Standard method 1289.3.4.1, Australian Standards, Sydney

  11. AS (2006a) Methods of testing soils for engineering purposes—soil classification tests—determination of soil particle density of a soil. Standard method 1289.3.5.1, Australian Standards, Sydney

  12. AS (2006b) Methods of testing soils for engineering purposes—soil classification tests—determination of Emerson class number of a soil. Standard method 1289.3.8.1, Australian Standards, Sydney

  13. AS (2005) Methods of testing soils for engineering purposes—soil moisture content tests. Standard method 1289.2.1.1, Australian Standards, Sydney

  14. AS (2004) Methods of testing soils for engineering purposes—soil compaction and density tests. Standard method 1289.5.3.2, Australian Standards, Sydney

  15. AS (2003) Methods of testing soils for engineering purposes—soil classification tests—determination of the shrinkage index of a soil—shrink-swell index. Standard method 1289.7.1.1, Australian Standards, Sydney

  16. AS (1999a) Sampling and preparation of soils—undisturbed samples. Standard method 1289.1.3.1, Australian Standards, Sydney

  17. AS (1999b) Methods of testing soils for engineering purposes—soil strength and consolidation tests—determination of permeability of a soil—constant head method using a flexible wall permeameter. Standard method 1289.6.7.3, Australian Standards, Sydney

  18. AS (1998) Methods of testing soils for engineering purposes—soil strength and consolidation tests—determination of the one-dimensional consolidation properties of soil. Standard method 1289.6.6.1, Australian Standards, Sydney

  19. ASTM (2010) Standard test methods for measurement of hydraulic conductivity of unsaturated soils. D7664, West Conshohocken, PA

  20. ASTM (2008) Standard test method for determining unsaturated and saturated hydraulic conductivity in porous media by steady-state centrifugation. D6527, West Conshohocken, PA

  21. Badenhop AM, Timms WA (2012) Long-term salinity changes in an inland aquifer, NSW, Australia. In: Proceedings of 34th hydrology and water resources symposium, engineers Australia, Sydney, pp 43–51

  22. Bense VF, van den Berg EH, van Balen RT (2003) Deformation mechanisms and hydraulic properties of fault zones in unconsolidated sediments; the Roer Valley Rift System, The Netherlands. Hydrogeol J 11:319–332

    Article  Google Scholar 

  23. Bishop AW (1959) The principle of effect stress. Teknisk Ukeblad 106(39):859–863

    Google Scholar 

  24. Bouzalakos S, Timms WA, Rahman P, McGeeney D, Whelan M (2013) Geotechnical centrifuge permeameter for characterizing the hydraulic integrity of partially saturated confining strata for CSG operations. In: Proceedings of international mine water association (IMWA) Annual Conference, Colorado School of Mines, Golden, USA, pp 1193–1198

  25. Casagrande A (1936) The determination of pre-consolidation load and its practical significance. In: Proceedings of 1st conference of soil mechanics and foundation engineering, Cambridge, MA, pp 60–64

  26. CSIRO (2007) Water availability in the Namoi. In: A report to the Australian Government from the CSIRO Murray-Darling Basin sustainable yields project, CSIRO Land and Water, Canberra, ACT

  27. Farley C (2011) Aquitards and groundwater sustainability: three-dimensional mapping of aquitard architecture. B.E. thesis (unpublished), University of New South Wales, Australia

  28. Grisak GE, Cherry JA (1975) Hydrologic characteristics and response of fractured till and clay confining a shallow aquifer. Can Geotech J 12(1):23–43

    Article  Google Scholar 

  29. Grozic JLH, Lunne T, Pande S (2003) An oedometer test study on the pre-consolidation stress of glaciomarine clays. Can Geotech J 40(5):857–872

    Article  Google Scholar 

  30. Head KH (1994) Manual of soil laboratory testing (vol 2): permeability, shear strength and compressibility tests. Halsted Press/Wiley, New York

    Google Scholar 

  31. Holtz RD, Kovacs WD (1981) An introduction to geotechnical engineering. Prentice-Hall, Upper Saddle River

    Google Scholar 

  32. Josh M, Esteban L, Delle Piane C, Sarout J, Dewhurst DN, Clenell MB (2012) Laboratory characterization of shale properties. J Pet Sci Eng 88–89:107–124

    Article  Google Scholar 

  33. Kelly BFJ, Merrick N, Dent B, Milner-Home W, Yates D (2007) A scoping study on groundwater knowledge and gaps in the Namoi Catchment management area. In: A report for the Cotton Catchment Communities CRC, University of Technology, Sydney—National Centre for Groundwater Management Report, NCGM 2007/1

  34. Kelly BFJ, Timms WA, Andersen MS, McCallum AM, Blakers RS, Smith R, Rau GC, Badenhop A, Ludowici K, Acworth RI (2013) Aquifer heterogeneity and response time: the challenge for groundwater management. Crop Pasture Sci 64:1141–1154

    Google Scholar 

  35. Kelly BFJ, Timms W, Ralph TJ, Giambastiani BMS, Comunian A, McCallum AM, Andersen MS, Blakers RS, Acworth RI, Baker A (2014) A reassessment of the Lower Namoi Catchment aquifer architecture and hydraulic connectivity with reference to climate drivers. Aust J Earth Sci. doi:10.1080/08120099.2014.900647

    Google Scholar 

  36. Kitajima H, Chester FM, Biscontin G (2012) Mechanical and hydraulic properties of Nankai accretionary prism sediments: effect of stress path. Geochem Geophys Geosyst 13:1–24

    Article  Google Scholar 

  37. Lambe TW (1951) Soil testing for engineers. Wiley, New York

    Google Scholar 

  38. Lee J, Fox P (2005) Efficiency of seepage consolidation for preparation of clay substrate for centrifuge testing. Geotech Test J 28(6):1–9

    Google Scholar 

  39. Li Y-C, Cleall PJ (2013) Consolidation of sensitive clays: a numerical investigation. Acta Geotech 8(1):59–66

    Article  Google Scholar 

  40. Loáiciga HA (2013) Consolidation settlement in aquifers caused by pumping. J Geotech Geoenviron Eng 139(7):1191–1204

    Article  Google Scholar 

  41. Mesri G, Olson RE (1971) Mechanisms controlling the permeability of clays. Clay Clay Miner 19:151–158

    Article  Google Scholar 

  42. Mortimer L, Aydin A, Simmons CT, Love AJ (2011) Is in situ stress important to groundwater flow in shallow fractured rock aquifers? J Hydrol 339(3–4):185–200

    Article  Google Scholar 

  43. Neuzil CE (1986) Groundwater flow in low-permeability environments. Water Resour Res 22(8):1163–1195

    Article  Google Scholar 

  44. Neuzil CE (1994) How permeable are clays and shales? Water Resour Res 30(2):145–150

    Article  Google Scholar 

  45. Olson RE, Mesri G (1970) Mechanisms controlling the compressibility of clays. J Am Soc Civ Eng 96(SM6):1853–1878

    Google Scholar 

  46. Onitsuka K, Hong Z, Hara Y, Yoshitake S (1995) Interpretation of oedometer test data for natural clays. Soil Found 35(3):61–70

    Article  Google Scholar 

  47. O’Regan M, Moran K (2007) Compressibility, permeability and stress history of sediments from Demerara Rise. In: Mosher DC, Erbacher J, Malone MJ (eds) Proceedings of the ODP, Science Results, 207: College Station, TX (Ocean Drilling Program), pp 1–35. doi:10.2973/odp.proc.sr.207.114.2007

  48. Parks J, Stewart M, McCartney JS (2012) Validation of a centrifuge permeameter for investigation of transient infiltration and drainage flow processes in unsaturated soils. Geotech Test J 35(1):182–192

    Google Scholar 

  49. Ross J, Jeffery L (1991) Ground subsidence and bore collapse associated with groundwater withdrawals—Namoi Valley NSW. New South Wales (NSW) Department of Water Resources, Technical Services Division, Report Number TS91.007

  50. Sauer EK, Christiansen EA (1991) Pre-consolidation pressures in the Battleford Formation, southern Saskatchewan, Canada. Can J Earth Sci 28:1613–1623

    Article  Google Scholar 

  51. Schlumberger Water Services (2012) Namoi Catchment water study: independent expert, Final Study Report. In: 50371/P4-R2 FINAL, July 2012, Prepared for: Department of Trade and Investment, Regional Infrastructure and Services, New South Wales (DTIRIS NSW), Australia

  52. Sims JE, Elsworth D, Cherry JA (1996) Stress-dependent flow through fractured clay till: a laboratory study. Can Geotech J 33:449–457

    Article  Google Scholar 

  53. Skempton AW (1960) Effective stress in soils, concrete and rocks. In: Proceedings of pore pressure and suction in soils, Butterworths, London, pp 4–16

  54. Smith LA, van der Kamp G, Hendry MJ (2013) A new technique for obtaining high-resolution pore pressure records in thick claystone aquitards and its use to determine in situ compressibility. Water Resour Res 49:732–743

    Article  Google Scholar 

  55. Tadros NZ (1993) Memoir geology 12: the Gunnedah Basin, New South Wales. Geological Survey of New South Wales, Australia

    Google Scholar 

  56. Taylor DW (1948) Fundamentals of soil mechanics. Wiley, New York

    Google Scholar 

  57. Terzaghi K (1943) Theoretical soil mechanics. Wiley, New York

    Book  Google Scholar 

  58. Terzaghi K, Peck RB (1967) Soil mechanics in engineering practice. Wiley, New York

    Google Scholar 

  59. Timms WA, Acworth RI (2005) Propagation of pressure change through thick clay sequences: an example from Liverpool Plains, NSW, Australia. Hydrogeol J 13:858–870

    Article  Google Scholar 

  60. Timms WA, Hendry MJ (2008) Long term reactive solute transport in an aquitard using a centrifuge model. Ground Water 46:616–628

    Article  Google Scholar 

  61. Timms WA, Crane R, Anderson DJ, Bouzalakos S, Whelan M, McGeeney D, Rahman PF, Guinea A, Acworth RI (2016) Accelerated gravity testing of aquitard core permeability and implications at formation and regional scale. Hydrol Earth Syst Sci 20(1):39–54

    Article  Google Scholar 

  62. Timms WA, Whelan M, Acworth I, McGeeney D, Bouzalakos S, Crane R, McCartney J, Hartland A (2014) A novel centrifuge permeameter to characterize flow through low permeability strata. In: Proceedings of the international congress on physical modelling in geotechnics (ICPMG), Perth, Australia, pp 193–199

  63. van der Kamp G (2001) Methods for determining the in situ hydraulic conductivity of shallow aquitards—an overview. Hydrogeol J 9:5–16

    Article  Google Scholar 

  64. Waltham AC (1994) Foundations of engineering geology. E & FN Spon, Oxford

    Google Scholar 

  65. Wang GY, You G, Shi B, Yu J, Tuck M (2009) Long-term land subsidence and strata compression in Changzhou, China. Eng Geol 104:109–118

    Article  Google Scholar 

  66. Zornberg JG, McCartney JS (2010) Centrifuge permeameter for unsaturated soils. I: theoretical basis and experimental developments. J Geotech Geoenviron Eng 136(8):1051–1063

    Article  Google Scholar 

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Acknowledgments

Funding from the Australian Research Council and National Water Commission, through the National Centre for Groundwater Research and Training Program 1B, is gratefully acknowledged. Clayey-silt cores were drilled by New South Wales Office of Water, with S. McCulloch, H. Studhome, and G. Regmi. Experimental testing was assisted at UNSW by B. Bambrook, M. Aikins, and Y. Zhong. Technical support by M. Whelan and K. Gamage from UNSW School of Mining Engineering is appreciated.

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Bouzalakos, S., Crane, R.A., McGeeney, D. et al. Stress-dependent hydraulic properties of clayey-silt aquitards in eastern Australia. Acta Geotech. 11, 969–986 (2016). https://doi.org/10.1007/s11440-016-0455-7

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