Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Issue Section
Date
Availability
1-3 of 3
Keywords: Three-dimensional modelling
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Journal Articles
Sidewalls and PVDs below embankments on soft soils – three-dimensional analysis by FEM
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (2018) 25 (6): 630–643.
Published: 17 September 2018
... Three-dimensional modelling Although there is a large number of studies in the literature involving the solution of PVDs, there is a lack of studies involving the solution of sidewalls (Almeida 2015), as to both the single technique (without PVDs) and the combined solution (with PVDs...
Journal Articles
A formula to predict the effect of the variable discharge capacity of prefabricated vertical drains
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (2013) 20 (6): 408–420.
Published: 01 December 2013
... Vertical drains Three-dimensional modelling The ability of the formula to simulate the effect of time on qw using field data is illustrated in Figure 4 a for PVD-C considering two patterns for the PVDs, a square spacing of 1.5 × 1.5 and 2.0 × 2.0. The results show...
Journal Articles
Effect of geosynthetic creep on reinforced pile-supported embankment systems
Available to Purchase
Journal:
Geosynthetics International
Geosynthetics International (2013) 20 (6): 421–435.
Published: 01 December 2013
... was also taken into account. Furthermore, results from a parametric study to investigate the significance of creep on the overall behaviour of GRPS by varying the creep model parameters are presented. Geosynthetics Pile-supported embankment Finite-element method Creep Three-dimensional modelling...
