AXIAL LOAD DISTRIBUTION OF ROCK BOLTS WITH PLASTIC GROUND PRESSURE AFTER TUNNEL COMPLETION
Author:
Affiliation:
1. Railway Technical Research Institute
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/journalofjsce/12/1/12_23-00274/_pdf
Reference31 articles.
1. 1) Isago, N., Kawata, K., Kusaka, A. and Ishimura, T. : Long-term deformation of mountain tunnel lining and ground under swelling rock condition, Geomechanik Tunnelbau, Vol. 8, Issue 5, pp. 380-386, 2015.
2. 2) Japan Society of Civil Engineers : Tunnel Deformation Mechanism, 2003.
3. 3) Shimamoto, K. and Yashiro, K. : New rockbolting methods for reinforcing tunnels against deformation, International Journal of Rock Mechanics and Mining Sciences, Vol. 147, 2021.
4. 4) He, W. and Wu, Z. : Failure mechanism of deformed concrete tunnels under plastic ground pressure, Journal of Applied Mechanics, Vol. 7, pp. 1203-1212, 2004.
5. 5) Asakura, T. and Kojima, Y. : Tunnel maintenance in Japan, Tunnels and Underground Space Technology, Vol. 18, No. 2, pp. 161-169, 2003.
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