Please use this identifier to cite or link to this item:
|Title:||Flexible and rigid faced MSE walls subject to blasting||Authors:||Ng, C.C.
|Issue Date:||2000||Citation:||Ng, C.C.,Chew, S.H.,Karunaratne, G.P.,Tan, S.A.,Loh, S.L. (2000). Flexible and rigid faced MSE walls subject to blasting. Geotechnical Special Publication (103) : 322-336. ScholarBank@NUS Repository.||Abstract:||A geosynthetic reinforced soil (RS) wall and a Reinforced Earth (RE) wall with precast concrete facings were constructed and subjected to multiple blasts and their extent of damage was recorded and studied. After a series of blasts, the concrete facings in front of the RE wall collapsed and the soil mass slid down to the front. There were obvious pullout failures of the metal reinforcement strips as well as tension failure at the joints of the panel pacings and reinforcements. However, the geosynthetics facing of the RS wall only suffered superficial damage due to high temperature and direct impact of fragments.||Source Title:||Geotechnical Special Publication||URI:||http://scholarbank.nus.edu.sg/handle/10635/74176||ISSN:||08950563|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Oct 27, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.