Numerical Analysis of the Crown Displacements Caused by Tunnel Excavation with Rock Bolts
Sign Up to like & getrecommendations! Published in 2022 at "Symmetry"
DOI: 10.3390/sym14081508
Abstract: The complex geological structure of Taiwan often makes it difficult to control the deformation behavior of tunnel excavations. To simplify analyses, most traditional empirical formulations and modern numerical analyses do not consider the existence of… read more here.
Keywords: caused tunnel; rock; numerical analysis; rock bolts ... See more keywords