Checking for non-preferred file/folder path names (may take a long time depending on the number of files/folders) ...
This resource contains some files/folders that have non-preferred characters in their name. Show non-conforming files/folders.
This resource contains content types with files that need to be updated to match with metadata changes. Show content type files that need updating.
Authors: |
|
|
---|---|---|
Owners: |
|
This resource does not have an owner who is an active HydroShare user. Contact CUAHSI (help@cuahsi.org) for information on this resource. |
Type: | Resource | |
Storage: | The size of this resource is 7.1 MB | |
Created: | Jun 12, 2020 at 5:56 p.m. | |
Last updated: | Sep 07, 2022 at 6:02 a.m. | |
Citation: | See how to cite this resource |
Sharing Status: | Public |
---|---|
Views: | 1324 |
Downloads: | 36 |
+1 Votes: | Be the first one to this. |
Comments: | No comments (yet) |
Abstract
Vibrating-wire extensometer (RST Instruments, model EXSR-1300) data from two sensors that spanned the active earthflow margin, one (MX1049) approximately two meters away from the shear zone piezometer (SNAP) and the other (MX1048) is on the same shear margin, but 125 downhill. MX1048 is in line with the UNAVCO ORE2 GPS station, which is in the center of the earthflow. MX1049 is in line with the UNAVCO OREO GPS station, which is in the center of the earthflow. The extensometers were buried to a depth of 20 cm and the long axis was oriented as close to parallel to the strike of the slickensided shear zone as possible, with the flanges located diagonally across from one another. The folder below contains matlab processing scripts for the raw extensometer data.
Subject Keywords
Coverage
Spatial
Content
Related Resources
Title | Owners | Sharing Status | My Permission |
---|---|---|---|
Oak Ridge Earthflow Observatory Data | Noah Finnegan | Public & Not Shareable | Open Access |
How to Cite
This resource is shared under the Creative Commons Attribution CC BY.
http://creativecommons.org/licenses/by/4.0/
Comments
There are currently no comments
New Comment