Publications

Results 1–25 of 85

Search results

Jump to search filters

Compaction and Morphology of Lost Circulation Materials

SPE Journal

Kibikas, William; Ingraham, Mathew

Lost circulation material (LCM) selection is critical to effectively and efficiently treating wellbore fluid losses in geothermal drilling where costs of treatment can be as much as 30% of the total drilling cost. We conducted several uniaxial compaction experiments on 10 different materials and several material mixtures to identify critical mechanical parameters of each. Materials degraded at 200°C were also investigated to understand how elevated temperatures in geothermal wells would degrade their compaction behavior. Granular materials tended to have lower compressibility and higher compression resistance, while more elongated and softer materials had less mechanical stiffness. Mixing materials tended to moderate the mechanical behaviors while heating universally increased the compaction of materials. Microscopy showed that particle strength tended to correlate positively with roundness and circularity and negatively with elongation of a material. Convexity of the degraded and undegraded materials showed heating may have increased the convexity or roughness of the individual particles. We concluded that granular materials are likely to provide the best seals in wells but that a mixture of size distribution, mechanical rigidity, and elongation is more likely to form a better seal for geothermal wells.

More Details

Field Test Plan for Underground Hydrogen Storage Demonstration in a Porous Reservoir

Hasiuk, Franciszek J.; Ingraham, Mathew; Conley, Donald M.

Climate and sea level change is causing numerous challenges across the globe to human societies and the cultural and infrastructure investments they have made over hundreds of years based on previous modalities in climate and sea level. Decarbonizing our global economy is therefore essential to stopping additional emissions of CO2 to the atmosphere. One proposed decarbonization technology that has been advanced as a replacement for the “hydrocarbon economy” that exists today is the “hydrogen economy.” In the hydrogen economy, hydrogen is both an energy carrier and an industrial feedstock that can replace hydrocarbons’ traditional roles in these systems. While most hydrogen is produced from conventional, fossil-based feedstocks, hydrogen comes with the added benefits of being able to be made from water and electricity providing a promising way to store renewable energy from wind and solar developments.

More Details

LYNM PE1 Pre-Experiment A Site Characterization Report

Bodmer, Miles; Townsend, Margaret J.; Roberts, Barry L.; Wilson, Jennifer E.; Bays, Nathan R.; Smith, Devon; Downs, Nicholas M.; Feldman, Joshua D.; Choens, Robert C.; Heath, Jason E.; Holland, Austin A.; Barrow, Perry C.; Bartlett, Tara; Boukhalfa, Hakim; Broome, Scott T.; Dietel, Matthew; Downs, Christine; Ezzedine, Souheil M.; Freimuth, Clayton R.; Griego, James J.M.; Ingraham, Mathew; Jaramillo, Johnny L.; Jones, Kyle R.; Kibikas, William; Kuhlman, Kristopher L.; Larotonda, Jennifer M.; Miller, Andrew J.; Otto, Shawn J.; Powell, Matthew D.; Rodriguez, Mark A.; Tafoya, Joshua J.; Valdez, Nichole R.; Xu, Guangping; Lyons, Stephanie M.; Stauffer, Philip H.

Underground chemical explosive experiments such as LYNM PE1 generate large multiphenomenological datasets, require complex site preparation and build out, and utilize cutting edge models and analysis techniques to analyze and simulate the explosion-induced signals. This wide range of outcomes makes it a necessity to thoroughly characterize the testbed in advance of experiments in a way that complements the wide suite of data being generated. Here, we present a broad overview of the site characterization work and data collection that was conducted before Experiment A, which is the first in a series of three PE1 experiments. This work includes, but is not limited to, geologic mapping, physical sample collection, analysis of material properties, geophysical borehole logging, and in-situ measurements. This information was collected by a large, dedicated team and was used to inform site construction, finalize instrumentation placement, generate Geologic Framework Models, feed pre-experiment predictions, and facilitate post-experiment data analysis

More Details

Anelastic Strain Recovery as a measure of in situ stresses at FORGE

58th US Rock Mechanics / Geomechanics Symposium 2024, ARMA 2024

Ingraham, Mathew; Ghassemi, A.

Anelastic strain recovery, the process of measuring the time dependent recovered strain after a core is cut at depth was utilized to make a measure of the in-situ properties stresses at depth at the FORGE (Frontier Observatory for Research in Geothermal Energy) site in Milford Utah. Core was collected from a region of well 16B at approximately 4860-4870 ft. Core was instrumented with strain gages within 10 hours of the core being cut. The relaxation of the cores was measured for approximately one month, and the results analyzed, which showed that the principal stresses were slightly off vertical, and magnitudes are close to equal.

More Details

Anelastic Strain Recovery as a measure of in situ stresses at FORGE

58th US Rock Mechanics / Geomechanics Symposium 2024, ARMA 2024

Ingraham, Mathew; Ghassemi, A.

Anelastic strain recovery, the process of measuring the time dependent recovered strain after a core is cut at depth was utilized to make a measure of the in-situ properties stresses at depth at the FORGE (Frontier Observatory for Research in Geothermal Energy) site in Milford Utah. Core was collected from a region of well 16B at approximately 4860-4870 ft. Core was instrumented with strain gages within 10 hours of the core being cut. The relaxation of the cores was measured for approximately one month, and the results analyzed, which showed that the principal stresses were slightly off vertical, and magnitudes are close to equal.

More Details

A Multicontinuum-Theory-Based Approach to the Analysis of Fiber-Reinforced Polymer Composites with Degraded Stiffness and Strength Properties Due to Moisture Absorption

Journal of Marine Science and Engineering

Anderson, Evan; Gunawan, Budi; Nicholas, James R.; Ingraham, Mathew; Hernandez-Sanchez, Bernadette A.

Marine energy generation technologies such as wave and tidal power have great potential in meeting the need for renewable energy in the years ahead. Yet, many challenges remain associated with marine-based systems because of the corrosive environment. Conventional materials like metals are subject to rapid corrosive breakdown, crippling the lifespan of structures in such environments. Fiber-reinforced polymer composites offer an appealing alternative in their strength and corrosion resistance, but can experience degradation of mechanical properties as a result of moisture absorption. An investigation is conducted to test the application of a technique for micromechanical analysis of composites, known as multicontinuum theory and demonstrated in past works, as a mechanism for predicting the effects of prolonged moisture absorption on the performance of fiber-reinforced composites. Experimental tensile tests are performed on composite coupons with and without prolonged exposure to a salt water solution to obtain stiffness and strength properties. Multicontinuum theory is applied in conjunction with micromechanical modeling to deduce the effects of moisture absorption on the behavior of constituent materials within the composites. The results are consistent with experimental observations when guided by known mechanisms and trends from previous studies, indicating multicontinuum theory as a potentially effective tool in predicting the long-term performance of composites in marine environments.

More Details

Blue Canyon Dome: Development of a Small-Scale Testbed for Monitoring Underground Explosions

Ingraham, Mathew; Young, Brian A.; Grubelich, Mark C.; Pope, Joseph S.; Robey, Richard E.; Myers, Taylor A.; Schwering, Paul C.; Roberts, Barry L.; Williams, Michelle

This report documents the development of the Blue Canyon Dome (BCD) testbed, including test site selection, development, instrumentation, and logistical considerations. The BCD testbed was designed for small-scale explosive tests (~5 kg TNT equivalence maximum) for the purpose of comparing diagnostic signals from different types of explosives, the assumption being that different chemical explosives would generate different signatures on geophysical and other monitoring tools. The BCD testbed is located at the Energetic Materials Research and Testing Center near Socorro, New Mexico. Instrumentation includes an electrical resistivity tomography array, geophones, distributed acoustic sensing, gas samplers, distributed temperature sensing, pressure transducers, and high-speed cameras. This SAND report is a reference for BCD testbed development that can be cited in future publications.

More Details

Close Observation of Hydraulic Fracturing at EGS Collab Experiment 1: Fracture Trajectory, Microseismic Interpretations, and the Role of Natural Fractures

Journal of Geophysical Research: Solid Earth

Fu, Pengcheng; Schoenball, Martin; Ajo-Franklin, Jonathan B.; Chai, Chengping; Maceira, Monica; Morris, Joseph P.; Wu, Hui; Knox, Hunter; Schwering, Paul C.; White, Mark D.; Burghardt, Jeffrey A.; Strickland, Christopher E.; Johnson, Timothy C.; Vermeul, Vince R.; Sprinkle, Parker; Roberts, Benjamin; Ulrich, Craig; Guglielmi, Yves; Cook, Paul J.; Dobson, Patrick F.; Wood, Todd; Frash, Luke P.; Ingraham, Mathew; Pope, Joseph S.; Smith, Megan M.; Neupane, Ghanashyam; Doe, Thomas W.; Roggenthen, William M.; Horne, Roland; Singh, Ankush; Zoback, Mark D.; Wang, Herb; Condon, Kate; Ghassemi, Ahmad; Chen, Hao; Mcclure, Mark W.; Vandine, George; Blankenship, Douglas A.; Kneafsey, Timothy J.

The final version of the above article was posted prematurely on 16 July 2021, owing to a technical error. The final, corrected version of record will be made fully available at a later date.

More Details

Listening to Radiation Damage In Situ: Passive and Active Acoustic Techniques

JOM

Dennett, Cody A.; Choens, Robert C.; Bays, Nathan R.; Heckman, Nathan M.; Ingraham, Mathew; Robinson, David B.; Boyce, Brad L.; Short, Michael P.; Hattar, Khalid

Knowing when, why, and how materials evolve, degrade, or fail in radiation environments is pivotal to a wide range of fields from semiconductor processing to advanced nuclear reactor design. A variety of methods, including optical and electron microscopy, mechanical testing, and thermal techniques, have been used in the past to successfully monitor the microstructural and property evolution of materials exposed to extreme radiation environments.Acoustic techniques have also been used in the past for this purpose, although most methodologies have not achieved widespread adoption. However, with an increasing desire to understand microstructure and property evolution in situ, acoustic methods provide a promising pathway to uncover information not accessible to more traditional characterization techniques. This work highlights how two different classes of acoustic techniques may be used to monitor material evolution during in situ ion beam irradiation. The passive listening technique of acoustic emission is demonstrated on two model systems, quartz and palladium, and shown to be a useful tool in identifying the onset of damage events such as microcracking.An active acoustic technique in the form of transient grating spectroscopy is used to indirectly monitor the formation of small defect clusters in copper irradiated with self-ions at high temperature through the evolution of surface acoustic wave speeds.These studies together demonstrate the large potential for using acoustic techniques as in situ diagnostics. Such tools could be used to optimize ion beam processing techniques or identify modes and kinetics of materials degradation in extreme radiation environments.

More Details

ISRM Suggested Method: Determining Deformation and Failure Characteristics of Rocks Subjected to True Triaxial Compression

Rock Mechanics and Rock Engineering

Feng, Xia T.; Haimson, Bezalel; Li, Xiaochun; Chang, Chandong; Ma, Xiaodong; Zhang, Xiwei; Ingraham, Mathew; Suzuki, Kenichiro

The purpose of this ISRM Suggested Method is to introduce a guideline on determining deformation and failure characteristics of rocks subjected to true triaxial compression on different stress path. The true triaxial testing apparatus was reviewed by means of the function and engineering application. Some key techniques, such as stress and strain measurements, and reduction of end effect between specimen and metal platens, preventing metal platens interference, were stated and suggested in detail. Methodology of specimen processing, specimen shape, and testing procedure are characterized. There is an explanation of the experimental data processing on stress–strain curves, strength, and fracture mode.

More Details

Experimental Studies of Anisotropy on Borehole Breakouts in Mancos Shale

Journal of Geophysical Research: Solid Earth

Choens, Robert C.; Lee, Moo Y.; Ingraham, Mathew; Dewers, Thomas; Herrick, Courtney G.

Measuring the size and orientation of borehole breakouts is one of the primary methods for determining the orientation and magnitudes of the in situ stresses in the subsurface. To better understand the effects of anisotropy on borehole breakouts, experiments were conducted on Mancos Shale, a finely laminated mudrock. A novel testing configuration was developed to conduct borehole breakout experiments in a standard triaxial vessel and load frame. Samples were prepared at three different orientations and deformed under 6.9 to 20.7 MPa confining pressure. The results show a variation of peak strength and breakout geometry depending on the lamination orientation. Samples deformed parallel to laminations failed at a higher maximum compressive stress than samples deformed perpendicular to laminations, which were stronger than inclined samples. These relationships are quantified by a cosine-based failure envelope. Observed breakout shapes in perpendicular samples are V-shaped and symmetric around the borehole, which advance as a series of fractures of increasing size into the sidewalls. In inclined samples, fractures form along weaker laminations planes and grow in an en echelon pattern towards the axial stress direction. In parallel samples, long fractures grow from the wellbore towards the axial stress direction. The observed geometries highlight potential sources of error in calculating in situ stresses from borehole breakouts.

More Details
Results 1–25 of 85
Results 1–25 of 85
Top