Checking for non-preferred file/folder path names (may take a long time depending on the number of files/folders) ...

Extensometers


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

Coordinate System/Geographic Projection:
WGS 84 EPSG:4326
Coordinate Units:
Decimal degrees
Place/Area Name:
Oak Ridge Earthflow
Longitude
-121.7517°
Latitude
37.4609°

Content

Related Resources

This resource belongs to the following collections:
Title Owners Sharing Status My Permission
Oak Ridge Earthflow Observatory Data Noah Finnegan  Public & Not Shareable Open Access

How to Cite

Finnegan, N. (2022). Extensometers, HydroShare, http://www.hydroshare.org/resource/ce72e84e70754222b14c95f3ab0fce80

This resource is shared under the Creative Commons Attribution CC BY.

http://creativecommons.org/licenses/by/4.0/
CC-BY

Comments

There are currently no comments

New Comment

required