Development of an algorithm to detect hydraulic jacking in high pressure rock mass grouting and introduction of the PF index-Reference-Cited by-同舟云学术

Development of an algorithm to detect hydraulic jacking in high pressure rock mass grouting and introduction of the PF index

Published:2018-11 Issue: Volume:81 Page:16-25
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Strømsvik Helene,Morud John Christian,Grøv Eivind

Funder

Research Council of Norway

NTNU

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference12 articles.

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2. Variations in the rheology and penetrability of cement-based grouts—an experimental study;Eriksson;Cement Concr. Res.,2004

3. An experimental approach to the development of dynamic pressure to improve grout spread;Ghafar;Rock Mech. Rock Eng.,2016

4. Fracture dilation during grouting;Gothäll;Tunnell. Undergr. Space Technol.,2009

5. Grouting design and control using the GIN principle;Lombardi;Int. Water Power Dam Constr.,1993

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