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Hydrofracturing of Latent Discontinuities in Rock and Implications for Successful and Economical Execution of Grouting

  • Friedrich-Karl EwertEmail author
  • Ulrich Hungsberg
Chapter
  • 412 Downloads
Part of the Professional Practice in Earth Sciences book series (PRES)

Abstract

During the injection of grouting materials into rock, open paths are dilated or closed discontinuities are pressed open once the grouting pressure exceeds the resistance of the rock surrounding the borehole.

Keywords

Lateral Discontinuities Hydrofracturing Grouting Pressure Grouting Program Rock Bond 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Copyright information

© Springer International Publishing AG 2018

Authors and Affiliations

  1. 1.University of PaderbornPaderbornGermany
  2. 2.Consulting DepartmentComision Nacional Del Agua MexicoMexicoMexico

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