Mark S. Diederichs
- (2014): Appropriate Uses and Practical Limitations of 2D Numerical Analysis of Tunnels and Tunnel Support Response. In: Geotechnical and Geological Engineering, v. 32, n. 2 (14 January 2014).
- (2012): Effects of Grain Scale Heterogeneity on Rock Strength and the Chipping Process. In: International Journal of Geomechanics, v. 12, n. 6 (December 2012).
- (2019): Clogging and flow assessment of cohesive soils for EPB tunnelling: Proposed laboratory tests for soil characterisation. In: Tunnelling and Underground Space Technology, v. 94 (December 2019).
- (2019): EPB machine excavation of mixed soils – Laboratory characterisation. In: Geomechanics and Tunnelling, v. 12, n. 4 (August 2019).
- (2017): new optical sensing technique for monitoring shear of rock bolts. In: Tunnelling and Underground Space Technology, v. 66 (June 2017).
- (2017): Tunnel support for stress induced failures in Hawkesbury Sandstone. In: Tunnelling and Underground Space Technology, v. 64 (April 2017).
- (2016): Semi-analytical model for umbrella arch systems employed in squeezing ground conditions. In: Tunnelling and Underground Space Technology, v. 56 (June 2016).
- (2014): Development of an elliptical fitting algorithm to improve change detection capabilities with applications for deformation monitoring in circular tunnels and shafts. In: Tunnelling and Underground Space Technology, v. 43 (July 2014).
- (2014): Mapping shotcrete thickness using LiDAR and photogrammetry data: Correcting for over-calculation due to rockmass convergence. In: Tunnelling and Underground Space Technology, v. 41 (March 2014).
- (2018): EPB tunnelling through clay-sand mixed soils: Proposed methodology for clogging evaluation. In: Geomechanics and Tunnelling, v. 11, n. 4 (August 2018).
- (2015): Optimization of structural contact stiffness and strength for discrete simulation of progressive failure of healed structure. In: Geomechanics and Tunnelling, v. 8, n. 5 ( 2015).
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