Skip to main content
Top
Published in: Bulletin of Engineering Geology and the Environment 9/2020

17-06-2020 | Original Paper

Characterization of a highly heterogeneous flysch deposit and excavation implications: case study from Auckland, New Zealand

Authors: B. Fleetwood, M. S. Brook, G. Brink, N. R. Richards, L. Adam, P. M. Black

Published in: Bulletin of Engineering Geology and the Environment | Issue 9/2020

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Engineering geological characteristics of the rapidly growing Auckland urban area are of increasing interest due to ongoing and planned tunnels and excavations. Auckland is mainly underlain by Miocene-age East Coast Bays Formation (ECBF), a highly heterogeneous flysch deposit, and is also affected by lava flows from the Late Quaternary Auckland Volcanic Field (AVF). Therefore, excavations in the region can encounter highly variable rock mass. Here, the geological strength index (GSI) and rock mass rating (RMR) were applied to outcrop in coastal cliff exposures located on Auckland’s North Shore, to evaluate the engineering geological properties of the ECBF. Samples were also extracted for laboratory analysis of elastic wave velocities, intact strength parameters and thin section analysis of microtexture. Specific issues identified include lenses of the heavily zeolitized Parnell Volcaniclastic Conglomerate, and marked strength contrasts within the weaker ECBF siltstone and sandstone. The ECBF sandstone, where uncemented, is much weaker and is highly permeable, while the presence of smectite clay may be problematic for tunnelling if it disaggregates, forming a ‘sticky spoil’. The presence of larger-scale defects has been problematic for tunnelling, including the presence of low shear strength clay seams along ECBF bedding planes, and bedding planes intersecting tunnel crowns.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Literature
go back to reference Aksoy C (2008) Review of rock mass rating classification: historical developments, applications, and restrictions. J Min Sci 44(1):51–63 Aksoy C (2008) Review of rock mass rating classification: historical developments, applications, and restrictions. J Min Sci 44(1):51–63
go back to reference Ali W, Mohammad N, Tahir M (2014) Rock mass characterization for diversion tunnels at Diamer Basha dam, Pakistan – a design perspective. Int J Sci Eng Technol 3(10):1292–1296 Ali W, Mohammad N, Tahir M (2014) Rock mass characterization for diversion tunnels at Diamer Basha dam, Pakistan – a design perspective. Int J Sci Eng Technol 3(10):1292–1296
go back to reference Altindag R, Guney A (2006) ISRM suggested method for determining the shore hardness value for rock. Int J Rock Mech Min Sci 43:19–22 Altindag R, Guney A (2006) ISRM suggested method for determining the shore hardness value for rock. Int J Rock Mech Min Sci 43:19–22
go back to reference Arbanas Ž, Groši M, Kovačević M-S (2007) Rock mass reinforcement systems in open pit excavations in urban areas. In: Potvin Y (ed) Slope stability 2007, Proc 2007 Int Symp on rock slope stability in open mining and civil engineering, Perth, Australia, September12–14. Australian Centre for Geomechanics, Perth, pp 171–185 Arbanas Ž, Groši M, Kovačević M-S (2007) Rock mass reinforcement systems in open pit excavations in urban areas. In: Potvin Y (ed) Slope stability 2007, Proc 2007 Int Symp on rock slope stability in open mining and civil engineering, Perth, Australia, September12–14. Australian Centre for Geomechanics, Perth, pp 171–185
go back to reference Asche H, Ireland T, Sheffield M et al (2009) Hobson and Rosedale tunnels – new technology in Auckland. In: Proc 2009 Rapid excavation and Tunnelling conference. Society for Mining, Metallurgy and Exploration, pp 450–462 Asche H, Ireland T, Sheffield M et al (2009) Hobson and Rosedale tunnels – new technology in Auckland. In: Proc 2009 Rapid excavation and Tunnelling conference. Society for Mining, Metallurgy and Exploration, pp 450–462
go back to reference ASTM D2113-14 (2014) Standard practice for rock Core drilling and sampling of rock for site exploration. ASTM International, West Conshohocken ASTM D2113-14 (2014) Standard practice for rock Core drilling and sampling of rock for site exploration. ASTM International, West Conshohocken
go back to reference Atkinson JH, Foster PG, Miglio BF et al (2003) Destructuring and disaggregation of Mercia mudstone during full-face tunnelling. Q J Eng Geol and Hydro 36:293–303 Atkinson JH, Foster PG, Miglio BF et al (2003) Destructuring and disaggregation of Mercia mudstone during full-face tunnelling. Q J Eng Geol and Hydro 36:293–303
go back to reference Auckland Transport (2015) Auckland City Rail Link geotechnical engineering report. CRL-SYW-GEO-000-RPT-0006 Auckland Transport (2015) Auckland City Rail Link geotechnical engineering report. CRL-SYW-GEO-000-RPT-0006
go back to reference Ballance PF (1974) An inter-arc flysch basin in northern New Zealand: Waitemata group (upper Oligocene to lower Miocene). J Geol 82:439–471 Ballance PF (1974) An inter-arc flysch basin in northern New Zealand: Waitemata group (upper Oligocene to lower Miocene). J Geol 82:439–471
go back to reference Barla G, Pellizza S (2000) TBM Tunnelling in difficult ground conditions. International Society for Rock Mechanics and Rock Engineering. ISRM international symposium, 19-24 November, Melbourne, Australia Barla G, Pellizza S (2000) TBM Tunnelling in difficult ground conditions. International Society for Rock Mechanics and Rock Engineering. ISRM international symposium, 19-24 November, Melbourne, Australia
go back to reference Bertuzzi R, Douglas K, Mostyn G (2016) Comparison of quantified and chart GSI for four rock masses. Eng Geol 202:24–35 Bertuzzi R, Douglas K, Mostyn G (2016) Comparison of quantified and chart GSI for four rock masses. Eng Geol 202:24–35
go back to reference Bieniawski ZT (1989) Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil and petroleum engineering. Wiley, New York Bieniawski ZT (1989) Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil and petroleum engineering. Wiley, New York
go back to reference Black P, Riddolls B, Horey P (2010) Petrographic determination of clay content within East Coast bays formation for mechanized tunnelling projects. In: Williams AL, Pinches GM, Chin CY et al (eds) Geologically active. CRC Press, Boca Raton, pp 1703–1708 Black P, Riddolls B, Horey P (2010) Petrographic determination of clay content within East Coast bays formation for mechanized tunnelling projects. In: Williams AL, Pinches GM, Chin CY et al (eds) Geologically active. CRC Press, Boca Raton, pp 1703–1708
go back to reference Brady BHG, Brown ET (2005) Rock mechanics for underground mining. Kluwer, Dordrecht Brady BHG, Brown ET (2005) Rock mechanics for underground mining. Kluwer, Dordrecht
go back to reference Broch E, Franklin JA (1972) The point-load strength test. Int J Rock Mech and Min Sci 9:669–697 Broch E, Franklin JA (1972) The point-load strength test. Int J Rock Mech and Min Sci 9:669–697
go back to reference Cai M, Kaiser PK, Uno H et al (2004) Estimation of rock mass strength and deformation modulus of jointed hard rock masses using the GSI system. Int J Rock Mech Min Sci 41(1):3–19 Cai M, Kaiser PK, Uno H et al (2004) Estimation of rock mass strength and deformation modulus of jointed hard rock masses using the GSI system. Int J Rock Mech Min Sci 41(1):3–19
go back to reference Calleja J (2008) CMRR – practical limitations and solutions. In: Aziz N (ed) Coal 2008: coal Operators' conference. University of Wollongong and the Australasian Institute of Mining and Metallurgy, pp 92–103 Calleja J (2008) CMRR – practical limitations and solutions. In: Aziz N (ed) Coal 2008: coal Operators' conference. University of Wollongong and the Australasian Institute of Mining and Metallurgy, pp 92–103
go back to reference Cartwright S, Koumoutsakos D, Hill B et al (2017) Waterview connection tunnels: engineering geology assessment of East Coast bays formation from investigation through to construction. 16th Australasian Tunnelling Conference, Sydney, 30 October-1 November Cartwright S, Koumoutsakos D, Hill B et al (2017) Waterview connection tunnels: engineering geology assessment of East Coast bays formation from investigation through to construction. 16th Australasian Tunnelling Conference, Sydney, 30 October-1 November
go back to reference Caterpillar (2012) Caterpillar performance handbook 42. Caterpillar Inc., Peoria Caterpillar (2012) Caterpillar performance handbook 42. Caterpillar Inc., Peoria
go back to reference Coşar S (2004) Application of rock mass classification Systems for Future Support Design of the dim tunnel near Alanya. Dissertation, Middle East Technical University, Turkey Coşar S (2004) Application of rock mass classification Systems for Future Support Design of the dim tunnel near Alanya. Dissertation, Middle East Technical University, Turkey
go back to reference Davidson KJ, Black PM (1994) Diagenesis in early Miocene Waitemata group sediments, upper Waitemata harbour, Auckland, New Zealand. Geosci Rep Shizuoka Univ 20:135–142 Davidson KJ, Black PM (1994) Diagenesis in early Miocene Waitemata group sediments, upper Waitemata harbour, Auckland, New Zealand. Geosci Rep Shizuoka Univ 20:135–142
go back to reference de la Mare GN (1992) Microstructural controls on the Geomechanics of coarse-grained soft rocks; Waitemata group, Auckland. Dissertation, University of Waikato de la Mare GN (1992) Microstructural controls on the Geomechanics of coarse-grained soft rocks; Waitemata group, Auckland. Dissertation, University of Waikato
go back to reference de Lange WP, Moon VG (2005) Estimating long-term cliff recession rates from shore platform widths. Eng Geol 80:292–301 de Lange WP, Moon VG (2005) Estimating long-term cliff recession rates from shore platform widths. Eng Geol 80:292–301
go back to reference France SJ (2017) Tunnelling through volcaniclastic grit; monitoring and management of groundwater effects on the Waterview connection project. Proc 20th NZGS geotechnical symposium, Napier, New Zealand France SJ (2017) Tunnelling through volcaniclastic grit; monitoring and management of groundwater effects on the Waterview connection project. Proc 20th NZGS geotechnical symposium, Napier, New Zealand
go back to reference France SJ, Williams AL (2015) Waterview Connection: environmental impacts of a deep drained trench. 12th Australia New Zealand Conference on Geomechanics (ANZ 2015), 22–25 February 2015, Wellington, New Zealand: 191–198 France SJ, Williams AL (2015) Waterview Connection: environmental impacts of a deep drained trench. 12th Australia New Zealand Conference on Geomechanics (ANZ 2015), 22–25 February 2015, Wellington, New Zealand: 191–198
go back to reference Franklin JA, Chandra R (1972) The slake-durability test. Int J Rock Mech Min Sci 9:325–341 Franklin JA, Chandra R (1972) The slake-durability test. Int J Rock Mech Min Sci 9:325–341
go back to reference Franklin JA, Broch E, Walton G (1971) Logging the mechanical character of rock. Trans Inst Miner Metallurgy 80:A1–A9 Franklin JA, Broch E, Walton G (1971) Logging the mechanical character of rock. Trans Inst Miner Metallurgy 80:A1–A9
go back to reference Gualtieri GF, Gandolfi NB, Passaglia E et al (2018) Is fibrous ferrierite a potential health hazard? Characterization and comparison with fibrous erionite. Am Mineral 103(7):1044–1055 Gualtieri GF, Gandolfi NB, Passaglia E et al (2018) Is fibrous ferrierite a potential health hazard? Characterization and comparison with fibrous erionite. Am Mineral 103(7):1044–1055
go back to reference Hayward BW, Kenny JA, Grenfell HR (2011) More volcanoes recognised in Auckland volcanic field. Geosci Soc N Z Newsl 5:11–16 Hayward BW, Kenny JA, Grenfell HR (2011) More volcanoes recognised in Auckland volcanic field. Geosci Soc N Z Newsl 5:11–16
go back to reference Hodgson A, St George J (2008) An appraisal of Tunnelling in the Auckland region for infrastructure development. 13th Australian Tunnelling Conference Melbourne, 4-7 May: 361-366 Hodgson A, St George J (2008) An appraisal of Tunnelling in the Auckland region for infrastructure development. 13th Australian Tunnelling Conference Melbourne, 4-7 May: 361-366
go back to reference Hoek E (1994) Strength of rock and rock masses. J Int Soc Rock Mech 2(2):4–16 Hoek E (1994) Strength of rock and rock masses. J Int Soc Rock Mech 2(2):4–16
go back to reference Hoek E, Brown ET (1997) Practical estimates of rock mass strength. Int J Rock Mech Min Sci Geomech Abstr 34:1165–1186 Hoek E, Brown ET (1997) Practical estimates of rock mass strength. Int J Rock Mech Min Sci Geomech Abstr 34:1165–1186
go back to reference Hoek E, Brown ET (2019) The Hoek–Brown failure criterion and GSI – 2018 edition. J Rock Mech and Geotech Eng 11(3):445–463 Hoek E, Brown ET (2019) The Hoek–Brown failure criterion and GSI – 2018 edition. J Rock Mech and Geotech Eng 11(3):445–463
go back to reference Hoek E, Marinos P (2000) Predicting tunnel squeezing problems in weak heterogeneous rock masses. Tunnels Tunn Int 1:45–51 Hoek E, Marinos P (2000) Predicting tunnel squeezing problems in weak heterogeneous rock masses. Tunnels Tunn Int 1:45–51
go back to reference Hoek E, Marinos P, Marinos V (2005) Characterisation and engineering properties of tectonically undisturbed but lithologically varied sedimentary rock masses. Int J Rock Mech Min Sci 42(2):277–285 Hoek E, Marinos P, Marinos V (2005) Characterisation and engineering properties of tectonically undisturbed but lithologically varied sedimentary rock masses. Int J Rock Mech Min Sci 42(2):277–285
go back to reference Hunt SW, Angulo M (1999) Identifying and Baselining boulders for underground construction. In: Fernandez G, Bauer RA (eds) Geo-engineering for underground facilities. ASCE, Reston Virginia, pp 255–270 Hunt SW, Angulo M (1999) Identifying and Baselining boulders for underground construction. In: Fernandez G, Bauer RA (eds) Geo-engineering for underground facilities. ASCE, Reston Virginia, pp 255–270
go back to reference Irvani I, Wilopo W, Karnawati D (2013) Determination of nuclear power plant site in West Bangka based on rock mass rating and geological strength index. J SE Asian Appl Geol 5(2):78–86 Irvani I, Wilopo W, Karnawati D (2013) Determination of nuclear power plant site in West Bangka based on rock mass rating and geological strength index. J SE Asian Appl Geol 5(2):78–86
go back to reference ISRM (1985) International Society of Rock Mechanics Commission on testing methods, suggested method for determining point load strength. Int J Rock Mech Min Sci Geomech Abstr 22:51–60 ISRM (1985) International Society of Rock Mechanics Commission on testing methods, suggested method for determining point load strength. Int J Rock Mech Min Sci Geomech Abstr 22:51–60
go back to reference Klawitter M, Esterle J, Collins S (2015) A study of hardness and fracture propagation in coal. Int J Rock Mech Min Sci 76:237–242 Klawitter M, Esterle J, Collins S (2015) A study of hardness and fracture propagation in coal. Int J Rock Mech Min Sci 76:237–242
go back to reference Marinos V (2019) A revised, geotechnical classification GSI system for tectonically disturbed heterogeneous rock masses, such as flysch. Bull Eng Geol Environ 78:899–912 Marinos V (2019) A revised, geotechnical classification GSI system for tectonically disturbed heterogeneous rock masses, such as flysch. Bull Eng Geol Environ 78:899–912
go back to reference Marinos V, Carter TG (2018) Maintaining geological reality in application of GSI for design of engineering structures in rock. Eng Geol 239:282–297 Marinos V, Carter TG (2018) Maintaining geological reality in application of GSI for design of engineering structures in rock. Eng Geol 239:282–297
go back to reference Marinos P, Hoek E (2001) Estimating the geotechnical properties of heterogeneous rock masses such as flysch. Bull Eng Geol Env 60:82–92 Marinos P, Hoek E (2001) Estimating the geotechnical properties of heterogeneous rock masses such as flysch. Bull Eng Geol Env 60:82–92
go back to reference Marinos V, Marinos P, Hoek E (2005) The geological strength index – applications and limitations. Bull Eng Geol Environ 64(1):55–65 Marinos V, Marinos P, Hoek E (2005) The geological strength index – applications and limitations. Bull Eng Geol Environ 64(1):55–65
go back to reference Mark C, Molinda GM (2005) The coal mine roof rating (CMRR) - a decade of experience. Int J Coal Geol 64:85–103 Mark C, Molinda GM (2005) The coal mine roof rating (CMRR) - a decade of experience. Int J Coal Geol 64:85–103
go back to reference Moon VG, Healy T (1994) Mechanisms of coastal cliff retreat and Hazard zone delineation in soft Flysch deposits. J Coast Res 10(3):663–680 Moon VG, Healy T (1994) Mechanisms of coastal cliff retreat and Hazard zone delineation in soft Flysch deposits. J Coast Res 10(3):663–680
go back to reference Newns W, St George J (2011) Strength and stiff ness parameters for tunnels in weak sedimentary rocks – a case study of the East Coast Bays formation in Auckland, New Zealand. 14th Australasian Tunnelling Conference, Auckland, New Zealand: 417-425 Newns W, St George J (2011) Strength and stiff ness parameters for tunnels in weak sedimentary rocks – a case study of the East Coast Bays formation in Auckland, New Zealand. 14th Australasian Tunnelling Conference, Auckland, New Zealand: 417-425
go back to reference Osgoui, R, Ünal E (2005) Rock reinforcement design for unstable tunnels originally excavated in very poor rock mass. Proc International World Tunnel Congress and the 31st ITA General Assembly, Istanbul, Turkey, 7–12 May: 291–296 Osgoui, R, Ünal E (2005) Rock reinforcement design for unstable tunnels originally excavated in very poor rock mass. Proc International World Tunnel Congress and the 31st ITA General Assembly, Istanbul, Turkey, 7–12 May: 291–296
go back to reference Palmstrom A (2005) Measurements of and correlations between block size and rock quality designation (RQD). Tunn Undergr Space Technol 20(4):362–377 Palmstrom A (2005) Measurements of and correlations between block size and rock quality designation (RQD). Tunn Undergr Space Technol 20(4):362–377
go back to reference Palmstrom A, Broch E (2006) Use and misuse of rock mass classification systems with particular reference to the Q-system. Tunn Undergr Space Technol 21:575–593 Palmstrom A, Broch E (2006) Use and misuse of rock mass classification systems with particular reference to the Q-system. Tunn Undergr Space Technol 21:575–593
go back to reference Paterson RD, Prebble WM (2004) Engineering geology and coastal cliff erosion at Takapuna, Auckland, New Zealand. 9th Australia New Zealand Conference on Geomechanics, Auckland, New Zealand: 775–781 Paterson RD, Prebble WM (2004) Engineering geology and coastal cliff erosion at Takapuna, Auckland, New Zealand. 9th Australia New Zealand Conference on Geomechanics, Auckland, New Zealand: 775–781
go back to reference Pells PJN (2008) What happened to the mechanics in rock mechanics and the geology in engineering geology? J South Afr Inst Min Metallurgy 108:309–323 Pells PJN (2008) What happened to the mechanics in rock mechanics and the geology in engineering geology? J South Afr Inst Min Metallurgy 108:309–323
go back to reference Pepe G, Piazza M, Cevasco A (2015) Geomechanical characterization of a highly heterogeneous flysch rock mass by means of the GSI method. Bull Eng Geol Environ 74:465–477 Pepe G, Piazza M, Cevasco A (2015) Geomechanical characterization of a highly heterogeneous flysch rock mass by means of the GSI method. Bull Eng Geol Environ 74:465–477
go back to reference Pettifer GS, Fookes PG (1994) A revision of the graphical method for assessing the excavability of rock. Q J Eng Geol 27:145–164 Pettifer GS, Fookes PG (1994) A revision of the graphical method for assessing the excavability of rock. Q J Eng Geol 27:145–164
go back to reference Roberts RC, Black PM (2015) A Discussion on Tunnelling Issues within the East Coast Bays Formation of Auckland. 12th Australia New Zealand Conference on Geomechanics (ANZ 2015), 22–25 February 2015, Wellington, New Zealand: 1225–1232 Roberts RC, Black PM (2015) A Discussion on Tunnelling Issues within the East Coast Bays Formation of Auckland. 12th Australia New Zealand Conference on Geomechanics (ANZ 2015), 22–25 February 2015, Wellington, New Zealand: 1225–1232
go back to reference Russo G (2009) A new rational method for calculating the GSI. Tunn Undergr Space Technol 24:103–111 Russo G (2009) A new rational method for calculating the GSI. Tunn Undergr Space Technol 24:103–111
go back to reference Shane P, Strachan LJ, Smith I (2010) Redefining the Waitemata Basin, New Zealand: a new tectonic, magmatic, and basin evolution model at a subduction terminus in the SW Pacific. Geochem Geophys Geosyst 11:Q04008 Shane P, Strachan LJ, Smith I (2010) Redefining the Waitemata Basin, New Zealand: a new tectonic, magmatic, and basin evolution model at a subduction terminus in the SW Pacific. Geochem Geophys Geosyst 11:Q04008
go back to reference Singh JL, Tamrakar NK (2013) Rock mass rating and geological strength index of rock masses of Thopal-Malekhu river areas, Central Nepal lesser Himalaya. Bull Dept Geol 16:29–42 Singh JL, Tamrakar NK (2013) Rock mass rating and geological strength index of rock masses of Thopal-Malekhu river areas, Central Nepal lesser Himalaya. Bull Dept Geol 16:29–42
go back to reference Somodi K, Kovács L et al (2018) Comparison of different calculation methods of geological strength index (GSI) in a specific underground construction site. Eng Geol 243:50–58 Somodi K, Kovács L et al (2018) Comparison of different calculation methods of geological strength index (GSI) in a specific underground construction site. Eng Geol 243:50–58
go back to reference Strachan LJ (2008) Flow transformations in slumps: a case study from the Waitemata Basin, New Zealand. Sedimentology 55:1311–1332 Strachan LJ (2008) Flow transformations in slumps: a case study from the Waitemata Basin, New Zealand. Sedimentology 55:1311–1332
go back to reference Tucker ME (2012) Sedimentary rocks in the field: a practical guide. Wiley? London Tucker ME (2012) Sedimentary rocks in the field: a practical guide. Wiley? London
go back to reference Williams AL, Toan DV, Prebble WM (2004) Engineering properties of clay seams within the Waitemata Group rocks of Auckland. Proc 9th Australia New Zealand Conference on Geomechanics, Auckland, New Zealand: 840–845 Williams AL, Toan DV, Prebble WM (2004) Engineering properties of clay seams within the Waitemata Group rocks of Auckland. Proc 9th Australia New Zealand Conference on Geomechanics, Auckland, New Zealand: 840–845
go back to reference Yaşar E, Erdoğan Y (2004) Estimation of rock physicomechanical properties using hardness methods. Eng Geol 71:281–288 Yaşar E, Erdoğan Y (2004) Estimation of rock physicomechanical properties using hardness methods. Eng Geol 71:281–288
go back to reference Zhang Q, Huang X, Zhub H, Lia J (2019) Quantitative assessments of the correlations between rock mass rating (RMR) and geological strength index (GSI). Tunnell Undergr Space Tech 83:73–81 Zhang Q, Huang X, Zhub H, Lia J (2019) Quantitative assessments of the correlations between rock mass rating (RMR) and geological strength index (GSI). Tunnell Undergr Space Tech 83:73–81
Metadata
Title
Characterization of a highly heterogeneous flysch deposit and excavation implications: case study from Auckland, New Zealand
Authors
B. Fleetwood
M. S. Brook
G. Brink
N. R. Richards
L. Adam
P. M. Black
Publication date
17-06-2020
Publisher
Springer Berlin Heidelberg
Published in
Bulletin of Engineering Geology and the Environment / Issue 9/2020
Print ISSN: 1435-9529
Electronic ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-020-01873-0

Other articles of this Issue 9/2020

Bulletin of Engineering Geology and the Environment 9/2020 Go to the issue