220 B RP
Boston, MA 02115
United States
Northeastern University (USA)
Equivalent elastic modulus, Three-dimensional stress, Sensitivity, Stress-kinematic characteristics
Squeezing tunnel, Large deformation, Stress-strain state zoning, Relative support pressure, Deformation classification method
Deformation modulus, Three-dimensional stress, Sensitivity, Stress-kinematic characteristics
EBP shield tunneling, soil conditioning, Tunneling parameters, machine learning, Prediction model
EBP shield Tunnelling, Bentonite slurry, Soil conditioning, Slump test
Slurry, Deep penetration, Multivariate, Moving boundary, Finite difference
EPBS, Silty Clay, Rheological Properties, Modification Mechanism
Layered folded carbonaceous slate, Principal axis and principal plane of rock, Orthotropic parameters, Elastoplastic constitutive model, Crack volumetric strain