Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/74336
Title: Revetment geotextile filter subjected to cyclic wave loading
Authors: Chew, S.H. 
Zhao, Z.K.
Karunaratne, G.P. 
Tan, S.A. 
Delmas, Ph.
Loke, K.H.
Issue Date: 2000
Source: Chew, S.H.,Zhao, Z.K.,Karunaratne, G.P.,Tan, S.A.,Delmas, Ph.,Loke, K.H. (2000). Revetment geotextile filter subjected to cyclic wave loading. Geotechnical Special Publication (103) : 162-175. ScholarBank@NUS Repository.
Abstract: Geotextiles have been extensively used in hydraulic structures as revetment filters subjected to wave loads. The alternating flow through the geotextile creates a flow regime very different from the uni-directional flow condition that has been extensively studied. The stability of the revetment system depends on many factors, such as the hydraulic properties of geotextile, the initial placement condition and particle size distribution of the subsoil, and the intensity of the wave loads. A new laboratory apparatus has been used to investigate the influence of the hydraulic conditions on the behavior of soil-geotextile interaction and the stability of the revetment system. One series of tests has been conducted simulating cyclic flow conditions normal to the soil-geotextile interface. Preliminary test results are presented and discussed in this paper.
Source Title: Geotechnical Special Publication
URI: http://scholarbank.nus.edu.sg/handle/10635/74336
ISSN: 08950563
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

19
checked on Dec 9, 2017

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.