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After selection of a reinforcement scheme, the stability of the reinforced rock mass is re-assessed.
Optimal reinforcement scheme of anchor cables can be determined based on slope stress and displacement fields.
In this paper we propose a new multipath key reinforcement scheme specifically designed for EH-WSNs.
An investigation is made into the influence of the unsupported span and the reinforcement scheme on face stability.
An updating scheme (or reinforcement scheme) adapts this probability distribution according to the "good" or "bad" behaviour of the process.
Besides conventional steel rebar reinforcement, new reinforcement scheme i.e. hybrid steel wire mesh-micro steel fibre reinforcement is investigated through the laboratory static tests and field blast tests.
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The measured data from the tests proved the effectiveness of the reinforcement schemes.
All tested reinforcement schemes improved the carrying capacity of the embedded parts.
Slope reinforcement using anchor cables is modeled by surface loading, i.e. different distributions of surface loading represent various reinforcement schemes.
Based on the calculation results, the reinforcement schemes for steel girders were designed and some of them were applied to real bridges.
The increases of flexural strength for the two different reinforcement schemes with 2 and 3 layers of CFRP composite sheets were 41.82% and 60.24%, respectively, with respect to the unreinforced timber beams.
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