Your browser is not recommended for EDX, we suggest using the latest version of Google Chrome.

Underground stress engineering: the lifting and stabilization of underground voids

License(s):

Other (Open)

The theoretical basis of how grout, i.e., concrete, pumped into rock fractures prevents the caving of underground tunnel and cavity roofs is presented, and the calculation of how much grout material must be injected to lift a dome and create a useful rubble stope in an underground cavity is described. (LCL)

Followers: 0

Citation (Click to Copy)

Data and Resources

    Gathering Resources...

Keywords

Additional Info

Field Value
Last Updated September 29, 2016, 17:18 (LMT)
Created September 29, 2016, 17:18 (LMT)
Citation Colgate, S.A. Petschek, A.G. ; Browning, R.V. ; Bowers, N.K. ---- Roy Long, Underground stress engineering: the lifting and stabilization of underground voids, 2016-09-29, https://edx.netl.doe.gov/dataset/underground-stress-engineering-the-lifting-and-stabilization-of-underground-voids
Netl Product yes
Poc Email Roy.long@netl.doe.gov
Point Of Contact Roy Long
Program Or Project KMD
Publication Date 1977-1-1