Journals
Publish with us
Publishing partnerships
About us
Blog
Advances in Civil Engineering
Journal overview
For authors
For reviewers
For editors
Table of Contents
Special Issues
Advances in Civil Engineering
/
2019
/
Article
/
Tab 1
/
Research Article
Numerical Study and Field Monitoring of the Ground Deformation Induced by Large Slurry Shield Tunnelling in Sandy Cobble Ground
Table 1
Parameters of the grout.
Young’s modulus
Poisson’s ratio
(−)
Density
(kN·m
−3
)
Hardened grout
(MPa)
Fresh grout
(MPa)
400
4
0.22
2 400