Cavity expansion-contraction based method for tunnel-soil-pile interaction in a unified clay and sand model: drained analysis
(2021)
Journal Article
Mo, P., Marshall, A. M., & Fang, Y. (2021). Cavity expansion-contraction based method for tunnel-soil-pile interaction in a unified clay and sand model: drained analysis. International Journal of Geomechanics, 21(5), https://doi.org/10.1061/%28ASCE%29GM.1943-5622.0002016
This paper proposes an analytical method based on drained solutions of cavity expansion and contraction in a unified clay and sand model to investigate tunnel-soil-pile interactions. Cavity expansion analyses are used to evaluate the effects of pile... Read More about Cavity expansion-contraction based method for tunnel-soil-pile interaction in a unified clay and sand model: drained analysis.