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Methods of rock bolting adopted in tunnel construction for Bhakra dam project; steep slopes upstream at chain 10 were bolted with 1 1/2-in. diam bolts 40-in. long, staggered at 10-ft intervals, while at steep slopes on switchyard site, bolts were of 1 1/4-in. diam and 30-ft long spread at 10 ft. c to c in square pattern.
Methods of rock bolting adopted in tunnel construction for Bhakra dam project; steep slopes upstream at chain 10 were bolted with 1 1/2-in. diam bolts 40-in. long, staggered at 10-ft intervals, while at steep slopes on switchyard site, bolts were of 1 1/4-in. diam and 30-ft long spread at 10 ft. c to c in square pattern.
Rock bolting
Indian J Power River Valley Development
Chugh, C.P. (author)
1963
2 pages
Article (Journal)
English
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