A simplified prediction method for evaluating tunnel displacement induced by laterally adjacent excavations
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DOI: 10.1016/j.compgeo.2017.10.006
Abstract: Abstract This investigation aimed to develop a simplified semi-empirical method of assessing the deformation of tunnels laterally adjacent to excavations. A finite element analysis using the hardening soil model with small-strain stiffness (HSS model) was… read more here.
Keywords: prediction method; simplified prediction; adjacent excavations; laterally adjacent ... See more keywords