Laboratory Evaluation of EGS Shear Stimulation-Test 001
DOI
10.15121/1154908
Publicly accessible
License
This is the results of an initial setup-shakedon test in order to develop the plumbing system for this test design. a cylinder of granite with offset holes was jacketed and subjected to confining pressure and low temperature (85C) and pore water pressure. Flow through the sample was developed at different test stages.
Citation Formats
Sandia National Laboratories. (2014). Laboratory Evaluation of EGS Shear Stimulation-Test 001 [data set]. Retrieved from https://dx.doi.org/10.15121/1154908.
Bauer, Steve. Laboratory Evaluation of EGS Shear Stimulation-Test 001. United States: N.p., 29 Jul, 2014. Web. doi: 10.15121/1154908.
Bauer, Steve. Laboratory Evaluation of EGS Shear Stimulation-Test 001. United States. https://dx.doi.org/10.15121/1154908
Bauer, Steve. 2014. "Laboratory Evaluation of EGS Shear Stimulation-Test 001". United States. https://dx.doi.org/10.15121/1154908. https://gdr.openei.org/submissions/427.
@div{oedi_3244, title = {Laboratory Evaluation of EGS Shear Stimulation-Test 001}, author = {Bauer, Steve.}, abstractNote = {This is the results of an initial setup-shakedon test in order to develop the plumbing system for this test design. a cylinder of granite with offset holes was jacketed and subjected to confining pressure and low temperature (85C) and pore water pressure. Flow through the sample was developed at different test stages.}, doi = {10.15121/1154908}, url = {https://gdr.openei.org/submissions/427}, journal = {}, number = , volume = , place = {United States}, year = {2014}, month = {07}}
https://dx.doi.org/10.15121/1154908
Details
Data from Jul 29, 2014
Last updated Jun 27, 2017
Submitted Jul 30, 2014
Organization
Sandia National Laboratories
Contact
Steve Bauer
505.844.9116
Authors
Original Source
https://gdr.openei.org/submissions/427Research Areas
Keywords
geothermal, EGS lab simulation, hydroshearing, granite, lab hydroshear, pressure, volume, load, pore pressure, temperatureDOE Project Details
Project Lead Dan King
Project Number FY14 AOP 1.1.0.29