Numerical modeling for the evaluation of grout penetration in fractured rock masses
Grouting aims to reduce the permeability of rock mass below the required value and has been widely used in rock engineering field for a long time.
Saved in:
Main Authors: | Y. Mito, Y. Mito, M. Ashraf, M. Ashraf, T. Yamamoto, T. Yamamoto |
---|---|
Format: | Conference or Workshop Item |
Language: | English |
Published: |
2011
|
Subjects: | |
Online Access: | http://eprints.usm.my/25129/1/FP-CH062.pdf http://eprints.usm.my/25129/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
The integrated prediction system for geological conditions ahead of tunnel faces
by: S. Shirasagi, S. Shirasagi, et al.
Published: (2011) -
Extension Of Numerical Manifold Method For Plasticity And Fracture Modelling Of Rock Mass
by: Bateni, Farshid
Published: (2014) -
A hybrid GEP and WOA approach to estimate the optimal penetration rate of TBM in granitic rock mass
by: Li, Z., et al.
Published: (2021) -
Numerical Analysis Of Tbm Tunnel Behaviour And Support Under High Stress Rock Masses In Pahang-Selangor Raw Water Transfer Tunnel
by: Heyam Hussein, Shaalan
Published: (2019) -
A hybrid GEP and WOA approach to estimate the optimal penetration rate of TBM in granitic rock mass
by: Li, Zimu, et al.
Published: (2021)