Pages that link to "Item:Q1992377"
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The following pages link to Study on mechanical characteristics of fully grouted rock bolts for underground caverns under seismic loads (Q1992377):
Displaying 6 items.
- Determination of rock resistant coefficient based on Mohr-Coulomb criterion for underwater tunnel (Q954357) (← links)
- Dynamic analysis of anti-dip bedding rock slopes reinforced by pre-stressed cables using discrete element method (Q2040833) (← links)
- Mechanical characteristics of fully grouted and antiseismic bolts considering transverse deformation in underground caverns (Q2298346) (← links)
- LOAD DISTRIBUTION ALONG FULLY GROUTED BOLTS, WITH EMPHASIS ON CABLE BOLT REINFORCEMENT (Q4357917) (← links)
- A theoretical method of mechanical analysis for a circular tunnel reinforced by fully grouted rock bolts (Q5041620) (← links)
- Theoretical analysis of grouting reinforcement of surrounding rock with strength drop in deep chamber (Q6074780) (← links)