Mark S. Diederichs
- 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 Januar 2014). (2014):
- Effects of Grain Scale Heterogeneity on Rock Strength and the Chipping Process. In: International Journal of Geomechanics, v. 12, n. 6 (Dezember 2012). (2012):
- Clogging and flow assessment of cohesive soils for EPB tunnelling: Proposed laboratory tests for soil characterisation. In: Tunnelling and Underground Space Technology, v. 94 (Dezember 2019). (2019):
- EPB machine excavation of mixed soils – Laboratory characterisation. In: Geomechanics and Tunnelling, v. 12, n. 4 (August 2019). (2019):
- new optical sensing technique for monitoring shear of rock bolts. In: Tunnelling and Underground Space Technology, v. 66 (Juni 2017). (2017):
- Tunnel support for stress induced failures in Hawkesbury Sandstone. In: Tunnelling and Underground Space Technology, v. 64 (April 2017). (2017):
- Semi-analytical model for umbrella arch systems employed in squeezing ground conditions. In: Tunnelling and Underground Space Technology, v. 56 (Juni 2016). (2016):
- 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 (Juli 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 (März 2014). (2014):
- EPB tunnelling through clay-sand mixed soils: Proposed methodology for clogging evaluation. In: Geomechanics and Tunnelling, v. 11, n. 4 (August 2018). (2018):
- 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). (2015):