Skip to main content
Log in

Physical and mechanical characterization of phyllites and metagreywackes in central Portugal

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

Abstract

This work defines the physical and mechanical characteristics of phyllites and metagreywackes belonging to a schist–greywacke complex in central Portugal. The index properties, point load strength, uniaxial compressive strength, slake durability and Schmidt rebound hardness were determined. In general, the metagreywackes gave a higher strength than phyllites with the same weathering degree. Possible correlations and estimation models were established and compared with the equations obtained by different researchers.

Résumé

Cet article présente les caractéristiques physiques et mécaniques des phyllites et métagrauwackes appartenant au “Complexe Schiste–Grauwacke” situé dans le centre du Portugal. Les indices géotechniques, l’indice de résistance entre pointes, la résistance à la compression simple, la durabilité et la dureté de rebond Schmidt ont été déterminés. En général, les métagrauwackes présentent une plus grande résistance que les phyllites ayant le même degré d’altération. Des corrélations possibles et des modèles d’estimation ont été développés et comparés aux équations obtenues par des différents chercheurs.

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.

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

Similar content being viewed by others

References

  • Andrade PS, Saraiva AA (2008) Estimating the joint roughness coefficient of discontinuities found in metamorphic rocks. Bull Eng Geol Environ 67:425–434

    Article  Google Scholar 

  • ASTM (1992) Standard test methods for absorption and bulk specific gravity of natural building stone. Annual book of ASTM Standards, vol 04.08, C 97–90:1–2

  • Aydin A, Basu A (2005) The Schmidt hammer in rock material characterization. Eng Geol 81:1–14

    Article  Google Scholar 

  • Beavis FC, Roberts I, Minskaya L (1982) Engineering aspects of weathering of low grade metapelites in an arid climatic zone. Q J Eng Geol 15:29–45

    Article  Google Scholar 

  • Bieniawski ZT (1974) Geomechanics classification of rock masses and its application to tunnelling. In: Proceedings of the 3rd international congress of the society rock mechanics, vol II-A. Denver, pp 109–114

  • Bieniawski ZT (1975) The point-load test in geotechnical practice. Eng Geol 9:1–11

    Article  Google Scholar 

  • Bieniawski ZT (1989) Engineering rock mass classification. Wiley, Chichester

    Google Scholar 

  • Broch E, Franklin JA (1972) The point load strength test. Int J Rock Mech Min Sci 9:669–697

    Article  Google Scholar 

  • Buyuksagis IS, Goktan RM (2007) The effect of Schmidt hammer type on uniaxial compressive strength prediction of rock. Int J Rock Mech Min Sci 44:299–307

    Article  Google Scholar 

  • CEN (1997) Methods of test for natural stone units—determination of real density and apparent density, and of total and open porosity. Comité Européen de Normalisation, Brussels

    Google Scholar 

  • Deere DU (1964) Technical description of cores for engineering purposes. Rock Mech Eng Geol 1:17–22

    Google Scholar 

  • Entwisle DC, Hobbs PRN, Jones LD, Gunn D, Raines MG (2005) The relationships between effective porosity, uniaxial compressive strength and sonic velocity of intact Borrowdale volcanic group core samples from Sellafield. Geotech Geol Eng 23:793–809

    Article  Google Scholar 

  • Forster IR (1983) The influence of core sample geometry on the axial point load test. Int J Rock Mech Min Sci 20:291–295

    Article  Google Scholar 

  • Gamble JC (1971) Durability-plasticity classification of shales and other argillaceous rocks. PhD thesis, University of Illinois, Urbana

  • Ghosh DK, Srivastava M (1991) Point-load strength: an index for classification of rock material. Bull Eng Geol Environ 44:27–33

    Google Scholar 

  • Goodman R (1989) Introduction to rock mechanics. Wiley, New York

    Google Scholar 

  • Guyader J, Denis A (1986) Propagation des ondes dans les roches anisotropes sous contrainte. Évaluation de la qualité des schistes ardoisiers. Bull Eng Geol Environ 33:49–55

    Google Scholar 

  • Hamrol A (1961) A quantitative classification of the weathering and weatherability of rocks. In: Proceedings of the 5th international conference of soil mechanics and foundation engineering, vol 2. Paris, pp 771–774

  • Hawkins AB (1998) Aspects of rock strength. Bull Eng Geol Environ 57:17–30

    Article  Google Scholar 

  • IAEG (1979) Classification of rocks and soils for engineering geological mapping. Part I—rock and soil materials. Bull Eng Geol Environ 19:364–371

    Google Scholar 

  • ISRM (1981) Rock characterisation testing and monitoring. In: Brown ET (ed) Pergamon press, Oxford

  • ISRM (1985) Suggested method for determining point-load strength. Int J Rock Mech Min Sci 22:51–60

    Article  Google Scholar 

  • Jenni JP, Balissat M (1979) Rock testing methods performed to predict the utilisation possibilities of a tunnel boring machine. In: Proceedings of 4th congress international of the society rock mechanics, Montreaux, pp 267–273

  • Kahraman S (2001) Evaluation of simple methods for assessing the uniaxial strength of rock. Int J Rock Mech Min Sci 38:981–994

    Article  Google Scholar 

  • Kahraman S, Gunaydin O, Fener M (2005) The effect of porosity on the relation between uniaxial compressive strength and point load index. Int J Rock Mech Min Sci 42:584–589

    Article  Google Scholar 

  • Kiliç A, Teymen A (2008) Determination of mechanical properties of rocks using simple methods. Bull Eng Geol Environ 67:237–244

    Article  Google Scholar 

  • Kossev NV (1970) Corrélations entre les caractéristiques physiques et mécaniques de certaines roches, ayant égard au degré de l’altération des roches. In: Proceedings of the 2nd congress international society rock mechanics, vol 1. Belgrade, pp 29–35

  • Sabatakakis N, Koukis G, Tsiambaos G, Papanakli S (2008) Index properties and strength variation controlled by microstructure for sedimentary rocks. Eng Geol 97:80–90

    Article  Google Scholar 

  • Serviços Geológicos de Portugal (SGP) (1992) Carta geológica de Portugal—escala 1:500 000. Lisboa, Portugal

  • Sharma PK, Singh TN (2008) A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength. Bull Eng Geol Environ 67:17–22

    Article  Google Scholar 

  • Smith HJ (1997) The point load test for weak rock in dredging applications. Int J Rock Mech Min Sci 34:295.e1–295.e13

    Article  Google Scholar 

  • Song I, Suh M, Woo Y-K, Hao T (2004) Determination of the elastic modulus set of foliated rocks from ultrasonic velocity measurements. Eng Geol 72:293

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Wiesner E, Gillate SJ (1997) An evaluation of the relation between unconfined compressive strength and point load strength index. Bull Eng Geol Environ 56:115–118

    Google Scholar 

  • Xu S, Grasso P, Mahtab A (1990) Use of Schmidt hammer for estimating mechanical properties of weak rock. In: Proceedings of 6th international IAEG congress, Amsterdam, Balkema, Rotterdam, vol 1, pp 511–519

  • Yaşar E, Erdoğan Y (2004) Estimation of rock physicomechanical properties using hardness methods. Eng Geol 71:281–288

    Article  Google Scholar 

Download references

Acknowledgments

The financial support provided by Fundação para a Ciência e a Tecnologia and by Centro de Geociências of the University of Coimbra was essential for the execution of this study.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Pedro Santarém Andrade.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Andrade, P.S., Saraiva, A.A. Physical and mechanical characterization of phyllites and metagreywackes in central Portugal. Bull Eng Geol Environ 69, 207–214 (2010). https://doi.org/10.1007/s10064-009-0251-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-009-0251-9

Keywords

Mots clés

Navigation