Skip to main content
Log in

Performance evaluation of existing surface excavation assessment methods on weathered sedimentary rock

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Abstract

This paper is intended as a contribution to the discussion of the overview of existing excavatability assessments and their reliability in assessing the state of tropically weathered rocks, specifically in Nusajaya, Johor, Malaysia. For this purpose, case studies were conducted on sedimentary rock masses of the Jurong formation, located in Nusajaya, Johor. The existing available rock mass excavatability assessments were first critically reviewed. Three case studies were then conducted in order to assess the performance of surface excavatability in these sedimentary rock masses by practical excavation tests on site. Comparisons were then made between the assessments of those assessors and that obtained through the practical excavation test. The conclusions made in the paper about the results of the study show many divergent opinions among the assessors. It emphasizes the limitations of existing available assessments in predicting the excavatability of tropically weathered rock masses. Further complication may arise in sedimentary rock masses where different layers of rock are interbedding, producing different weathering profiles. In view of these, a simpler graphical method, which considers only two parameters, namely point load strength and spacing of surface discontinuities, was introduced to overcome the problems, thus might be misjudged during early excavation assessment. This subjectivity becomes more important as the heterogeneity of a rock mass increases with increasing interbedding and inherent anisotropy of the rock material, giving rise to quite different evaluations, even for a rock with the same state of weathering. Most of the existing excavatability assessment methods are found to be less reliable because nature, lithology and weathering state at various rock mass layers is not being taken into account. A more practical and appropriate excavatability assessment method is thus required to economically assess the tropically weathered sedimentary rock during the preliminary stage.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  • Abdul Latif OM, Cruden B, Chacon E, Gutierrez V, Hidalgo E (1983) Application of geomechanical classification to predict convergence of coal mine galleries and to design their support. In: Proc 5th Int Congr Rock Mech, ISRM, Melbourne, 2: pp E15–E19

  • Amin MFM, Mohamad ET (2003) Excavatability of hard materials in ILP, Mersing: Johor Bahru. Internal Report Universiti Teknologi, Malaysia (unpublished)

  • Anon (1987) Specifications and application handbook, 10th edn. Komatsu Ltd, Minato-ku, Tokyo, Japan

    Google Scholar 

  • Anuar T, Ismail (2003) Influence of discontinuity on overbreaks and underbreaks in rock excavation—case study from Beris Dam, Kedah, Malaysia. Geol Soc Malays Bull 46:75–85

    Google Scholar 

  • Anuar T, Sundaram M (2000) Excavatability assessment of weathered rock mass—case study from Ijok, Selangor and Kemaman, Terengganu. Warta Geologi 26:3–6

    Google Scholar 

  • Atkinson T (1971) Selection of open pit excavating and loading equipment. Trans Ins Min Metall 80:A101–A129

    Google Scholar 

  • Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support, vol 106. Norwegian Geotechnical Institute Publication, Oslo, pp 4–15

    Google Scholar 

  • Basarir H, Karpuz C (2004) A rippability classification system for marls in lignite mines. J Eng Geol 74(3–4):303–318

    Article  Google Scholar 

  • Bieniwski ZT (1989) Engineering rock mass classification. Wiley, New York

    Google Scholar 

  • Bozdağ T (1988) Indirect rippability assessment of coal measure rocks. MSc Thesis, The Graduate School of Natural and Applied Sciences of Middle East Technical University

  • Bradybrooke JC (1988) The state of art of rock cuttability and rippability prediction. In: Proc 5th Aust N.Z. Conf Geomech, Sydney, pp 13–42

  • Button EA, Schubert W, Riedmüller G, Klima K, Medley EW (2003) Tunnelling in tectonic melanges—accommodating the impacts of geomechanical complexities and anisotropic rock mass fabrics. Int Bull Eng Geol Environ 63(2):109–117

    Google Scholar 

  • Cai M, Kaiser PK, Uno H, Tasaka Y, Minami M (2004) Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system. Int J Rock Mech Min Sci 41:3–19

    Article  Google Scholar 

  • Caterpillar Tractor Company (2001) Caterpillar performance handbook, 32nd edn. Caterpillar, Preoria

    Google Scholar 

  • Church HK (1981) Excavation handbook. McGraw–Hill, New York

    Google Scholar 

  • Edy Tonnizam M, Anuar K, Ibrahim K (2005) Challenges of ripping works in weathered sedimentary area. In: Proc 3rd Int Conf Geotech Eng, Semarang, Indonesia, pp 1–13

  • Franklin JA, Broach E, Walton G (1971) Logging the mechanical character of rock. Trans Ins Min Metall 80:A1–A9

    Google Scholar 

  • Gurocak Z, Alemdag S, Zaman MM (2008) Rock slope stability and excavatability assessment of rocks at the Kapikaya dam site, Turkey. J Eng Geol 96(1–2):17–27

    Article  Google Scholar 

  • Hadjigeorgiou J, Poulin R (1998) Assessment of ease of excavation of surface mines. J Terramechanis 35:137–153

    Article  Google Scholar 

  • Hadjigeorgiou J, Scoble MJ (1988) Prediction of digging performance in mining. Int J Surf Min 2:237–244

    Google Scholar 

  • Hoek E, Marinos P (2000) GSI: a geologically friendly tool for rock mass strength estimation. In: Proc GeoEng 2000 Int Conf Geotech Geol Eng, Melbourne, Technomic Publishers. Lancaster, pp 1422–1466

  • Hudson JA (1999) Technical auditing of rock mechanics modeling and rock engineering design: rock mechanics for industry: pp 183–197

  • Irfan TY, Tang KY (1993) Effect of the coarse fractions on the shear strength of collovium, Geo special project report, no. SPR 15/92

  • Kentli B, Topal FT (2004) Evaluation of rock excavatability and slope stability along a segment of motorway, Pozanti, Turkey. J Environ Geol 46:83–95

    Google Scholar 

  • Kirsten HAD (1982) A classification system for excavation in natural materials. Die Siviele Ingenieur in Suid Afrika, South Afrika, pp 293–308

    Google Scholar 

  • Komoo I (1995a) Geologi Kejuruteraan- Perspektif Rantau Tropika Lembap: Kuala Lumpur. Universiti Kebangsaan Malaysia, Malaysia

    Google Scholar 

  • Komoo I (1995b) Syarahan Perdana Geologi Kejuruteraan Perspektif Rantau Tropika Lembap. Universiti Kebangsaan Malaysia, Malaysia

    Google Scholar 

  • Kramadibrata S (1998) Assessment on the performance of continuous surface miners. Proc 11th Int SympMine Plan Equip Sel, Canada, pp 551–556

    Google Scholar 

  • Lan HX, Hu RL, Yue ZQ, Lee CF, Wang SJ (2003) Engineering and geological characteristics of granite weathering profiles in South China. J Asian Earth Sci 21:353–364

    Article  Google Scholar 

  • Lindquist ES (1994) The strength and deformation properties of mélange. PhD thesis, Dept of Civil Engineering, Univ of California, Berkeley

  • Lindquist HS, Goodman RH (1994) Strength and deformation properties of a physical model mélange. In: Nelson PP, Laubach SH (eds) Proceedings of the first North American rock mechanics symposium. Balkema, Rotterdam, pp 843–850

    Google Scholar 

  • MacGregor Fell R, Mostyn GR, Hocking G, McNally G (1994) The estimation of rock rippability. Q J Eng Geol 27:123–144

    Article  Google Scholar 

  • Medley EW, Sanz PR (2004) Characterization of bimrocks (rock/soil mixtures) with application to slope stability problems. In: Schubert W (ed) Proc. Eurock 2004 and 53rd geomechanics colloquium, Salzburg

  • Mohamed Z (2007) Characterisation and classification of the physical deterioration of tropically weathered kenny hill rock for civil works, Electron J Geotech Eng, Ppr0703

  • Moritz B, Grossaeur K, Schubert W (2004) Short term prediction of system behaviour of shallow tunnels in heterogeneous ground Felsbau. J Eng Geol Geomech Tunn 22(5/2004):35–43

    Google Scholar 

  • Muftuoglu YV (1983) A study of factors affecting diggability in British surface coal mines, PhD Thesis, University of Nottingham, England

  • Pettifer GS, Fookes PG (1994) A revision of the graphical method for assessing the excavatability of rock. Q J Eng Geol 27:145–164

    Article  Google Scholar 

  • Priest SD, Hudson JA (1976) Discontinuity spacings in rock. Int J Mech Miner Sci Geomech 13:135–148

    Article  Google Scholar 

  • Rawlings CF, Barton N, Smallwood A, Davies N (1995) Rock mass characterisation using the ‘Q’ and RMR systems. Int Congr Rock Mech 1:29–31

    Google Scholar 

  • Riedmüller G, Brosch FJ, Klima K, Medley EW (2004). Engineering geological classification of fault rocks. Poster at Eurock 2004 and 53rd geomechanics colloquium, Salzburg

  • Roxborough FF (1985) Research in mechanical rock excavation: progress and prospects. Proc Rapid Excav Tunn Conf 1:225–243

    Google Scholar 

  • Saliu MA, Shehu SA (2014) Assessment of excavation method of Obajana and Ewekoro limestone deposits. Earth Sci 3(2):42–49

    Google Scholar 

  • Singh RN, Elmherig AM, Sunu MZ (1986) Application of rock mass characterization to the stability assessment and blast design in hard rock surface mining excavations, Proc 27th US Symp Rock Mech. Alabama: pp 471–478

  • Singh RN, Denby B, Egretli I (1987) Development of new rippability index for coal measures excavation. Proc 28th US Symp Rock Mech, Tuscon, pp 935–943

  • Smith HJ (1986) Estimating rippability of rock mass classification. Proc 27th US Symp Rock Mech. University of Alabama, pp 443–448

  • Tsiambaos G, Saroglou H (2010) Excavatability assessment of rock masses using the geological strength index (GSI). Bull Eng Geol Environ 69:13–27

    Article  Google Scholar 

  • Tugrul A, Zarif LH (1999) Correlation of mineralogical and textural characteristics with engineering properties of selected granitic rocks from Turkey. Eng Geol 51:303–317

    Article  Google Scholar 

  • Weaver JM (1975) Geological factors significant in the assessment of rippability. Civil Eng S Afr 17:313–316

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Maybelle Liang.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Liang, M., Mohamad, E.T., Komoo, I. et al. Performance evaluation of existing surface excavation assessment methods on weathered sedimentary rock. Bull Eng Geol Environ 76, 205–218 (2017). https://doi.org/10.1007/s10064-015-0771-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-015-0771-4

Keywords

Navigation