Load-settlement analysis of geosynthetic-reinforced soil with a simplified model
Soils and Foundations
Saved in:
Main Authors: | Nogami, T., Yong, T.Y. |
---|---|
Other Authors: | CIVIL ENGINEERING |
Format: | Review |
Published: |
2014
|
Subjects: | |
Online Access: | http://scholarbank.nus.edu.sg/handle/10635/68288 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | National University of Singapore |
Similar Items
-
Consolidation of system of clay and thin sand layers
by: Nogami, T., et al.
Published: (2014) -
Pull-out resistance mechanism of a soil nail reinforcement in dilative soils
by: Luo, S.Q., et al.
Published: (2014) -
Field performance of geosynthetics reinforced soil slope with residual soil
by: SEAH YEOW TECK
Published: (2010) -
Numerical method for consolidation analysis of lumpy clay fillings with meshless method
by: Nogami, T., et al.
Published: (2014) -
Boundary differential equation method: Simplified dynamic soil stiffnesses for embedded rigid foundations
by: Nogami, T., et al.
Published: (2014)