Skip to main content
Log in

Rapid field test for shear strength characterization of dacite at Cerro Rico de Potosi (Bolivia): tilt test with a Schmidt hammer and compass-clinometer

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

A Correction to this article was published on 15 March 2018

This article has been updated

Abstract

In competent rock masses submitted to low shear stress (e.g., close to the surface), stability is controlled by the geometry of blocks and strength of the discontinuity planes that separate the blocks. The basic friction angle is a relevant parameter to estimate shear strength of discontinuities. The most employed technique to determine the basic friction angle is the tilt test, which can be applied in laboratory settings or in situ, utilizing two blocks of rock that are tilted until the top block slides. No studies on the determination of basic friction angle in field settings were found for specific volcanic rocks such as andesites, dacites and rhyolites, which are typical of the acid and intermediate volcanism of Andean mountain range volcanoes. Rhyodacitic rocks of the Potosí mine, in Bolivia, were selected for basic friction angle characterization in situ. Cerro Rico is 4782 m high, and has been declared a humanity heritage site along with the city of Potosí in 1987, being one of the most important silver mines in the world. Cerro Rico is constituted by an intrusion of dacitic volcanic rocks with silver and tin mineralization. The results of the study agree with basic friction values of intrusive rocks with similar texture. It is highlighted that this simple field methodology is useful and effective to obtain preliminary values of shear strength for discontinuities. The obtained values of basic friction for rhyodacite add to the database of geomechanical rock characterization.

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

Similar content being viewed by others

Change history

  • 15 March 2018

    The published online version captured incorrect author name due to Spanish family name mistake. Raquel Herrera Espada should be Raquel Herrera. Corrected author name is provided in the author group section above.

References

  • Alejano LR, Gonzalez J, Muralha J (2012) Comparison of different techniques of tilt testing and basic friction angle variability assessment. Rock Mech Rock Eng 45:1023–1035. https://doi.org/10.1007/s00603-012-0265-7

    Article  Google Scholar 

  • Aranibar A M, and Mancilla B I (2003) Potosí Patrimonio minero, In: Patrimonio geológico minero en el contexto de cierre de minas, Villa Boas, Martínez, Albuquerque (Eds) CYTED, ISBN 85–72271686: 97–110

  • Barton NR (1973) Review of a new shear strength criterion for rock joints. Eng Geol 7:287–332

    Article  Google Scholar 

  • Barton NR (1976) The shear strength of rock and joints. Int JMech Min Sci Geomech Abstr 13(10):1–24

    Google Scholar 

  • Barton N (2014) Shear strength of rock, rock joints, and rock masses: problems and some solutions. Keynote lecture, Eurock, Vigo, 2014 Rock Engineering and Rock Mechanics: Structures in and on Rock Masses, Alejano, Perucho, Olalla and Jiménez (Eds) Taylor and Francis, London: 3–16

  • Barton NR, Bandis SC (1982) Effects of block size on the shear behaviour of jointed rock. 23rd US Symp on rock mechanics, Berkeley, pp 739–760

    Google Scholar 

  • Barton N R, Bandis SC (1990) Review of predictive capabilities of JRC-JCS model in engineering practice. In rock joints, proc. int. symp. on rock joints. Loen. Norway (eds. N. Barton and O. Stephansson). 603–610. Rotterdam: Balkema

  • Barton NR, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10(1–2):1–54

    Article  Google Scholar 

  • Barton N, Bandis S, Bakhtar K (1985) Strength, deformation and conductivity coupling of rock joints. Int J Rock Mech Min Sci Geomech Abst 22(3):121–140

    Article  Google Scholar 

  • Coulson J H (1972) Shear strength of flat surfaces in rock. Proc 13th Symposium on Rock Mechanics, Urbana, I L, 1971 (Ed. Cording E J): 77–105

  • Cunningham CG, Zartman RE, MeKee EH, Rye RO, Naeser CW, Sanjinés VO, Ericksen VGE, Tavera VF (1996) The age and thermal history of Cerro Rico de Potosi, Bolivia. Mineral Deposita 31:374–385

    Article  Google Scholar 

  • Deere D U, Miller R P (1966) Engineering classification and index properties of rock. Technical Report N° AFNL-TR-65-116. Albuquerque, NM. Air Force weapons laboratory

  • García-Guinea J (1995) Cerro Rico in-mine museum project. Potosí, Bolivia, Min Ind Int 1026:13–19

    Google Scholar 

  • Hoek E (2007) Practical Rock Engineering. Set of course notes. Shear strength of discontinuities. www.rocscience.com/education/hoeks_corner (4-dec-2014)

  • Jordá-Bordehore L, Jordá-Bordehore R, Romero-Crespo PL (2016) Kinematic assessment of multi-face round slopes using hemispherical projection methods (HPM). Soils Rocks 39(2):167–176 http://www.soilsandrocks.com.br/soils-androcks/SR39-2_167-176.pdf

    Google Scholar 

  • Perez-Rey I, Alejano L R, Arzúa J, Muralha J (2016) The role of the tilting rate and wear of surfaces on basic friction angle testing, Rock Mechanics and Rock Engineering: From the Past to the Future – Ulusay et al (Eds) Taylor and Francis, London: 235–240

  • Ramírez Oyanguren P , Alejano Monge L R. (2004) Mecánica de rocas : fundamentos e ingeniería de taludes. Red DESIR, Madrid. http://oa.upm.es/14183/ (last visit 27–12-2016)

  • Ramirez-Oyanguren P, Cuadra Irizar L, Lain Huerta R, Grijalbo Obeso E (1991) Mecánica de rocas aplicada a la minería metálica subterránea, ITGE, Madrid, ISBN: 9788478400737. http://enriquemontalar.com/mecanica-de-rocas-aplicada-la-mineria/ (last access 03/09/2016)

  • Rocscience Inc (2004) Rocdata version 3.0 Rock, soil and discontinuity strength analysis www.rocscience.com Toronto, Ontario, Canada

  • Rocscience Inc (2015) Rocdata version 5.0 Rock, soil and discontinuity strength analysis www.rocscience.com Toronto, Ontario, Canada

  • Ruiz J, Li C (2014) Measurement of the basic friction angle of rock by three different tilt test methods, Rock Engineering and Rock Mechanics: Structures in and on Rock Masses, Alejano, Perucho, Olalla and Jiménez (Eds) Taylor and Francis, London: 261–266

  • Stimpson B (1981) A suggested technique for determining the basic friction angle of rock surfaces using core. Int J Rock Mech Min Sci Geomech Abst 18(1):63–65

    Article  Google Scholar 

  • Ulusay R, Karakul H (2015) Assessment of basic friction angles of various rock types from Turkey under dry, wet and submerged conditions and some considerations on tilt testing. Bull Eng Geol Environ. https://doi.org/10.1007/s10064-015-0828-4

  • UNESCO (2014) City of Potosí (Plurinational State of Bolivia) added to List of World Heritage in Danger. http://whc.unesco.org/en/news/1148/ (last visit 04/09/2016)

Download references

Acknowledgements

The authors wish to thank the Mining Engineering Faculty of the University Universidad Autónoma “Tomas Frías” de Potosí, in Potosí, Bolivia. Thanks are extended to engineer Fredy Llanos for the support provided when visiting Cerro Rico.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Luis Jorda-Bordehore.

Additional information

The original version of this article was revised:The published online version captured incorrect author name due to Spanish family name mistake. Raquel Herrera Espada should be Raquel Herrera.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Jorda-Bordehore, L., Herrera, R. Rapid field test for shear strength characterization of dacite at Cerro Rico de Potosi (Bolivia): tilt test with a Schmidt hammer and compass-clinometer. Bull Eng Geol Environ 77, 867–875 (2018). https://doi.org/10.1007/s10064-018-1232-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-018-1232-7

Keywords

Navigation