Shearing Stress Model of Damage Bolt in Tunnel
2011 ◽
Vol 90-93
◽
pp. 1761-1767
Keyword(s):
When bolt is damaged, character of stress is different from character of shear stress integrated bolt. Firstly, Based on the displacement formula of the tunnel surrounding rock,the shear stress and axial force calculation formula of integrated bolt are educed. Subsequence, based on the BOUSSINESG formula of displacement, models on fully grouted bolt shear stress and axial force of uniform rock are educed under pullout load. Consequently, the author deduces shear stress model of bolt damage (completely void of bolt and grouting), combining modes on shear stress and axial force of integrated bolt and shear stress model of bolt under pullout load..
2013 ◽
Vol 690-693
◽
pp. 2016-2021
◽
Keyword(s):
2013 ◽
Vol 2013
◽
pp. 1-7
◽
Keyword(s):
2000 ◽
Vol 105
(C1)
◽
pp. 1167-1176
◽
2015 ◽
Vol 08
(05)
◽
pp. 1550064
Keyword(s):
1991 ◽
Vol 57
(541)
◽
pp. 2970-2975
Keyword(s):