Hochschulschrift
Lateral spreading in basal reinforced embankments supported by pile-like elements
- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISBN
-
9783899584141
- Dimensions
-
21 cm, 360 gr.
- Extent
-
182 S. in getr. Zählung
- Language
-
Englisch
- Notes
-
Ill., graph. Darst.
Auch im Internet unter der Adresse www.upress.uni-kassel.de verfügbar
Zugl.: Kassel, Univ., Diss., 2008
- Bibliographic citation
-
Schriftenreihe Geotechnik ; H. 20
- Keyword
-
Dammbau
Hangsicherung
Weicher Boden
Bewehrte Erde
Geotextilien
Pfahl
Dammbau ; Hangsicherung ; Weicher Boden ; Bewehrte Erde ; Geotextilien ; Pfahl
- Event
-
Veröffentlichung
- (where)
-
Kassel
- (who)
-
Kassel Univ. Press
- (when)
-
2008
- Creator
- Table of contents
- Rights
-
Bei diesem Objekt liegt nur das Inhaltsverzeichnis digital vor. Der Zugriff darauf ist unbeschränkt möglich.
- Last update
-
11.06.2025, 2:14 PM CEST
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Object type
- Hochschulschrift
Associated
- Fahmi Farag, Gourge Samir
- Kassel Univ. Press
Time of origin
- 2008
Other Objects (12)
Multi-objective optimization of geosynthetic-reinforced and pile-supported embankments
Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Embankments Considering Integrated Soil-Structure Interactions
Large-scale test on basal steel-reinforced piled embankments
Pile, pile Gänschen, kommt nach Haus!
Pile, pile Gänschen, kommt nach Haus!
Pile Trak
Pile fabrics
Pile fabrics
Experiments on the axisymmetric spreading of a metallic melt in presence of basal solidification
Dynamic behavior of pile-supported wharves by slope failure during earthquake via centrifuge tests
Numerical investigation on reinforced cement concrete helical piles subjected to combined axial and lateral loading
Seismic fragility analysis of concrete pile-supported wharves based on single-degree-of-freedom model
Multi-objective optimization of geosynthetic-reinforced and pile-supported embankments
Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Embankments Considering Integrated Soil-Structure Interactions
Large-scale test on basal steel-reinforced piled embankments
Pile, pile Gänschen, kommt nach Haus!
Pile, pile Gänschen, kommt nach Haus!
Pile Trak
Pile fabrics
Pile fabrics
Experiments on the axisymmetric spreading of a metallic melt in presence of basal solidification
Dynamic behavior of pile-supported wharves by slope failure during earthquake via centrifuge tests
Numerical investigation on reinforced cement concrete helical piles subjected to combined axial and lateral loading
Seismic fragility analysis of concrete pile-supported wharves based on single-degree-of-freedom model
Multi-objective optimization of geosynthetic-reinforced and pile-supported embankments
Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Embankments Considering Integrated Soil-Structure Interactions
Large-scale test on basal steel-reinforced piled embankments
Pile, pile Gänschen, kommt nach Haus!
Pile, pile Gänschen, kommt nach Haus!
Pile Trak
Pile fabrics
Pile fabrics
Experiments on the axisymmetric spreading of a metallic melt in presence of basal solidification
Dynamic behavior of pile-supported wharves by slope failure during earthquake via centrifuge tests
Numerical investigation on reinforced cement concrete helical piles subjected to combined axial and lateral loading