Correction of soil parameters in calculation of embankment settlement using a BP network back-analysis model
10.1016/j.enggeo.2007.01.007
Saved in:
Main Authors: | Wang, Z.-l., Li, Y.-c., Shen, R.F. |
---|---|
Other Authors: | CIVIL ENGINEERING |
Format: | Article |
Published: |
2014
|
Subjects: | |
Online Access: | http://scholarbank.nus.edu.sg/handle/10635/65357 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | National University of Singapore |
Similar Items
-
Permeability characteristics of dredged soil stabilzed with fly ash based geopolymer for road embankment
by: Lao, Winchell Dunley T., et al.
Published: (2017) -
LOAD TRANSFER MECHANISM OF EMBANKMENT PILES
by: MARK TUNG YEW CHONG
Published: (2020) -
Numerical investigation of T-shaped soil-cement column supported embankment over soft ground
by: Yi, Yaolin, et al.
Published: (2020) -
Calculating section settlement of highway embankment with ERPIM
by: Wang, Z., et al.
Published: (2014) -
Full-scale trial embankment and numerical analysis of mortar column inclusion and high-strength geotextile-reinforced load transfer platform on peat
by: Himawan, Agus, et al.
Published: (2024)