Skip to main content
Log in

A New Large Dynamic Rockmechanical Direct Shear Box Device

  • Technical Note
  • Published:
Rock Mechanics and Rock Engineering Aims and scope Submit manuscript

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
Fig. 10

References

  • Balthasar K, Gudehus G, Külzer M, Libreros Bertini AB (2006) Thin layer shearing of a highly plastic clay. Nonlin Process Geophys 13:671–680

    Article  Google Scholar 

  • Barla G, Barla M, Camusso M, Martinotti ME (2007) Setting up a new direct shear testing apparatus. In: Proceedings of the 11th Congress of the International Society for Rock Mechanics, Lisbon, Portugal, July 2007, Taylor & Francis, vol 1, pp 415–418

  • Barla G, Barla M, Martinotti ME (2010) Development of a new direct shear testing apparatus. Rock Mech Rock Eng 43:117–122

    Article  Google Scholar 

  • Buzzi O, Boulon M, Hervé M, Su K (2008) Leaching of rock–concrete interfaces. Rock Mech Rock Eng 41:445–466

    Article  Google Scholar 

  • Geertsma AJ (2002) The shear strength of planar joints in mudstone. Int J Rock Mech Min Sci 39:1045–1049

    Article  Google Scholar 

  • Gomez JE, Filz GM, Ebeling RM, Dove JE (2008) Sand-to-concrete interface response to complex load paths in a large displacement shear box. ASTM Geotech Test J 31(4):1–12

    Google Scholar 

  • Jiang Y, Xiao J, Tanabashi Y, Mizokami T (2004) Development of an automated servo-controlled direct shear apparatus applying a constant normal stiffness condition. Int J Rock Mech Min Sci 41:275–286

    Article  Google Scholar 

  • Kim D-Y, Chun B-S, Yang J-S (2006) Development of a direct shear apparatus with rock joints and its verification tests. ASTM Geotech Test J 29(5):365–373

    Google Scholar 

  • Seidel JP, Haberfield CM (2002) Laboratory testing of concrete–rock joints in constant normal stiffness direct shear. ASTM Geotech Test J 25(4):391–404

    Google Scholar 

  • Wong RCK, Ma SKY, Wong RHC, Chau KT (2007) Shear strength components of concrete under direct shearing. Cem Concr Res 37:1248–1256

    Article  Google Scholar 

Download references

Acknowledgments

The development of the shear box device was financially supported by the “Dr. Erich Krüger Foundation”. Several local companies were involved in the mechanical and hydraulic implementation. This support is greatly appreciated.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Heinz Konietzky.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Konietzky, H., Frühwirt, T. & Luge, H. A New Large Dynamic Rockmechanical Direct Shear Box Device. Rock Mech Rock Eng 45, 427–432 (2012). https://doi.org/10.1007/s00603-011-0214-x

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00603-011-0214-x

Keywords

Navigation