This study analyzes how key factors impact friction rock bolt capacity using standard pull-out tests, focusing on 39 mm diameter, 180 cm long split-tube bolts. We investigate bolt performance dependence on rock mass rating (RMR), time after installation,
Soufi Amine +4 more
doaj
A quantitative method for the determination of rock fragmentation based on crack density and crack saturation. [PDF]
Xiao Y +5 more
europepmc +1 more source
Comprehensive evaluation method of stope stability and its application in deep metal mine. [PDF]
Qi Z +7 more
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A probability prediction method for the classification of surrounding rock quality of tunnels with incomplete data using Bayesian networks. [PDF]
Ma J +6 more
europepmc +1 more source
Re-evaluation of excavation class limits for underground excavations based on new data. [PDF]
Gurocak Z, Kaya A, Kanik M, Alemdag S.
europepmc +1 more source
Machine learning approach for prediction of TBM performance and risk of jamming in Himalayan geology using a cross-project tunnelling database. [PDF]
Katuwal TB, Panthi KK, Basnet CB.
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Evaluation of input geological parameters and tunnel strain for strain-softening rock mass based on GSI. [PDF]
Cui L +4 more
europepmc +1 more source
Improving end-bearing capacity prediction of rock-socketed shafts using Gaussian-augmented optimized extreme gradient boosting models. [PDF]
Khatti J, Fissha Y, Cheepurupalli NR.
europepmc +1 more source
Evaluating the relationship between RMR and Q-system for improved classification of faulted rocks and weak rocks. [PDF]
Park JS, Go YW, Oh TM.
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Rock fragmentation indexes reflecting rock mass quality based on real-time data of TBM tunnelling. [PDF]
Li X, Wu LJ, Wang YJ, Li JH.
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