Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/2163Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Coastal Engineering Research Center (U.S.) | - |
| dc.date.accessioned | 2016-03-11T18:45:23Z | - |
| dc.date.available | 2016-03-11T18:45:23Z | - |
| dc.date.issued | 1980-02 | - |
| dc.identifier.uri | http://hdl.handle.net/11681/2163 | - |
| dc.description | Technical note | - |
| dc.description | Background: Normally, filters to protect soils from surface erosion of piping losses are made-up of layers of graded sand, gravel, and stone materials in various combinations and thicknesses. Often these materials are expensive and, in some locations , proper materials are not economically available. Even if the required materials are readily available, proper placement in the field, particularly at inwater sites can be tedious and demands close inspection. | - |
| dc.publisher | Coastal Engineering Research Center (U.S.) | - |
| dc.publisher | Engineer Research and Development Center (U.S.) | - |
| dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1000200 | - |
| dc.relation.ispartofseries | Coastal engineering technical note ; CETN-III-3. | - |
| dc.rights | Approved for public release; distribution is unlimited. | - |
| dc.source | This Digital Resource was created from scans of the Print Resource. | - |
| dc.subject | Geotechnical fabrics | - |
| dc.subject | Soil | - |
| dc.subject | Surface erosion | - |
| dc.subject | Seawalls | - |
| dc.subject | Jetties | - |
| dc.subject | Breakwaters | - |
| dc.subject | Carolina Beach, North Carolina | - |
| dc.title | Use of geotechnical fabrics | - |
| dc.type | Report | en_US |
| Appears in Collections: | Technical Note | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CETN-III-3.pdf | 169.8 kB | Adobe PDF |  View/Open |