Prediction of grout take using rock mass properties-Reference-Cited by-同舟云学术

Prediction of grout take using rock mass properties

Published:2016-10-20 Issue:4 Volume:76 Page:1643-1654
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Rastegar Nia A.,Lashkaripour G. R.,Ghafoori M.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/article/10.1007/s10064-016-0956-5/fulltext.html

Reference16 articles.

1. Barton N (2002) Some new Q-value correlations to assist in site characterization and tunnel design. Int J Rock Mech Min Sci 39:185–216

2. Barton N (2006) Rock quality, seismic velocity, attenuation and anisotropy. Taylor & Francis, London

3. Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. Rock Mech 6:189–236

4. Clarck C, Budavari S (1981) Correlation of rock mass classification parameters obtained from borecore and in-situ observation. Eng Geol 17:19–53

5. Deere DU (1989) Rock quality designation (RQD) after 20 years. US Army Corps Engineers. Contract Report GL-89-1. Waterways Experimental Station, Vicksburg

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