WebbQ-slope Case Study 1: Plane failure Pre-failure bench angle = 75° Failure plane angle ≈ 60° Wet environment RQD 75-90% Competent rock, UCS~90MPa Generally stable structure (i.e. 20m failure is localised due … WebbLimit equilibrium analysis methods (LEMs) are one of the basic and old analytical approaches for slope stability analyses that are widely used in slope stability studies because of their simplicity, low complexity in the formulation, and less analysis time.
Q-slope - Wikipedia
Webb1 jan. 2024 · • This method can be used as an effective way to convert SMR and Q slope equations and used both benefits in geo-engineering application faced with … WebbDeveloped the widely applied Q-system of rock mass classification for helping to select tunnel and rock cavern support. Co-developed the non-linear Barton-Bandis shear strength criterion for rock joints. Developed the Qtbm prognosis method and Qslope for selecting stable rock slope angles. Criterion for vertical cliff, mountain wall, and mountain heights … citi trends corporate office new york
Introducing the Q-slope method and its intended use within civil …
Webb8 juli 2024 · This new Qslope empirical method compared with SMR method for fractured rock slopes will give the better perception to care the stability ... Barton N (2024) The Q-slope method for rock slope engineering. Rock Mech Rock Eng 50:3307–3322. Google Scholar Barton N (2002) Some new Q-value correlations to assist in site ... Webb18 okt. 2024 · Bar N, Barton N (2024) The Q-slope method for rock slope engineering. Rock Mech Rock Eng 50(12):3307–3322. Article Google Scholar Barton N, Grimstad E (2014) Tunnel and cavern support selection in Norway, based on rock mass classification with the Q-system. Norw Tunnelling Soc 23:45–77. Google Scholar WebbWorked Example 62 Three sets of discontinuities have been identified in a rock slope. The rock slope strikes NE to SW and dips at 50 degrees towards the NW. The orientation of discontinuities is. Set 1 - 320/30 Set 2 - 220/40 Set 3 - 020/70 Assess whether planar, toppling or wedge failure are feasible on this slope. Assume the friction angle on ... dicalcium phosphate 2-hydrate