A platform for research: civil engineering, architecture and urbanism
Detailed description of tunnel design and construction equipment used; rocks along tunnel alignment are chlorite schists and granite gneiss series; tunneling started at depth of cut of 70 ft on approach side and ended at depth of cut of 67 ft at draft side; length of tunnel is 14,088 ft; section of tunnel is of horse shoe type with 12 ft bed width and side slopes of 1 in 8 with semicircular top of 14.4 ft diam; invert of 6 in. below bed level is provided; finished section of lined tunnel is 209.93 sq ft.
Detailed description of tunnel design and construction equipment used; rocks along tunnel alignment are chlorite schists and granite gneiss series; tunneling started at depth of cut of 70 ft on approach side and ended at depth of cut of 67 ft at draft side; length of tunnel is 14,088 ft; section of tunnel is of horse shoe type with 12 ft bed width and side slopes of 1 in 8 with semicircular top of 14.4 ft diam; invert of 6 in. below bed level is provided; finished section of lined tunnel is 209.93 sq ft.
Bhadra tunnel in Mysore state
Indian J Power River Valley Development
Raju, R.L. (author)
1964
6 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1968
|Engineering Index Backfile | 1963
|Samakalina, Vol. 3 (Bhadra, 1362)
DataCite | 2012
|Samakalina, Vol. 7 (Bhadra, 1366)
DataCite | 2012
|Samakalina, Vol. 5 (Bhadra, 1364)
DataCite | 2012
|