Topology optimization to prevent tunnel heaves under different stress biaxialities

DOI<link itemprop=identifier href="https://doi.org/10.1002/1096-9853(20000810)24:9<783::AID-NAG96>3.0.CO;2-X" /><783::AID-NAG96>3.0.CO;2-X 10.1002/1096-9853(20000810)24:9<783::AID-NAG96>3.0.CO;2-XzbMath0958.74047OpenAlexW2022325288MaRDI QIDQ4508006

Luzhong Yin, Wei Yang

Publication date: 11 January 2001

Full work available at URL: https://doi.org/10.1002/1096-9853(20000810)24:9<783::aid-nag96>3.0.co;2-x

zbMATH Keywords

optimality criteria methodtwo-phase mixture modelanchored rock massminimal floor heaveminimal sidewall heavestress biaxialitytopology of reinforcement

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Topological methods for optimization problems in solid mechanics (74P15)

Cites Work

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