FELA Evaluation of Undrained Stability of Active Dual trapdoors in non-homogenous Soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-023-00741-4.pdf
Reference36 articles.
1. Terzaghi K (1936) Stress distribution in dry and in saturated sand above a yielding trap-door. Proceeding 1st international conference on soil mechanics and foundation engineering. Harvard University, Cambridge, pp 307–311
2. Costa YDJ, Zornberg JG, Bueno BDS, Costa CML (2009) Failure mechanisms in sand over a deep active trapdoor. J Geotech Geoenviron Eng 135:1741–1753. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000134
3. Suchowerska AM, Merifield RS, Carter JP, Clausen J (2012) Prediction of Underground cavity roof collapse using the Hoek-Brown failure criterion. Comp Geotech 44:93–103. https://doi.org/10.1016/j.compgeo.2012.03.014
4. Jenike AW (1964) Steady gravity flow of frictional-cohesive solids in converging channels. J Appl Mech 31:5–11. https://doi.org/10.1115/1.3629571
5. Enstad G (1975) On the theory of arching in mass flow hoppers. Chem Eng Sci 30:1273–1283. https://doi.org/10.1016/0009-2509(75)85051-2
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