Basal reinforced piled embankments : the design guideline /
Contributor(s): Van Eekelen, Suzanne J. M | Brugman, Marijn H. A.
Publisher: London ; Delft, The Netherlands : CRC Press, 2016Description: 156 p. : col. ill., plates ; 26 cm.Content type: text Media type: unmediated Carrier type: volumeISBN: 9789053676240; 9789053676240:.Subject(s): Bridges -- Design and construction
| Embankments | Soil stabilization -- Standards | Earth dams -- Standards | Soil mechanics | Embankments -- Modeling -- Standards | Roads -- Design and construction | Piling (Civil engineering) -- Standards | Structural analysis (Engineering) -- StandardsDDC classification: 625.733 Summary: A basal reinforced piled embankment consists of a reinforced embankment on a pile foundation. The reinforcement consists of one or more horizontal layers of geosynthetic reinforcement installed at the base of the embankment. A basal reinforced piled embankment can be used for the construction of a road or a railway when a traditional construction method would require too much construction time, affect vulnerable objects nearby or give too much residual settlement, making frequent maintenance necessary. This publication is a guideline for the design of basal reinforced piled embankments.
| Item type | Current library | Call number | Copy number | Status | Date due | Barcode | Item holds |
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ATU Sligo Yeats Library Main Lending Collection | 625.733 VAN (Browse shelf(Opens below)) | 1 | Available | 0065070 |
Includes references.
A basal reinforced piled embankment consists of a reinforced embankment on a pile foundation. The reinforcement consists of one or more horizontal layers of geosynthetic reinforcement installed at the base of the embankment. A basal reinforced piled embankment can be used for the construction of a road or a railway when a traditional construction method would require too much construction time, affect vulnerable objects nearby or give too much residual settlement, making frequent maintenance necessary. This publication is a guideline for the design of basal reinforced piled embankments.