Publications

Roberts, Barry L.; Lord, David L.; Lord, Anna S.; Bettin, Giorgia B.; Sobolik, Steven R.; Park, Byoung P.

Abstract not provided.

George, James T.; Sobolik, Steven R.; Lee, Moo Y.; Park, Byoung P.; Costin, Laurence C.

The study described in this report involves heated and unheated pressurized slot testing to determine thermo-mechanical properties of the Tptpll (Tertiary, Paintbrush, Topopah Spring Tuff Formation, crystal poor, lower lithophysal) and Tptpul (upper lithophysal) lithostratigraphic units at Yucca Mountain, Nevada. A large volume fraction of the proposed repository at Yucca Mountain may reside in the Tptpll lithostratigraphic unit. This unit is characterized by voids, or lithophysae, which range in size from centimeters to meters, making a field program an effective method of measuring bulk thermal-mechanical rock properties (thermal expansion, rock mass modulus, compressive strength, time-dependent deformation) over a range of temperature and rock conditions. The field tests outlined in this report provide data for the determination of thermo-mechanical properties of this unit. Rock-mass response data collected during this field test will reduce the uncertainty in key thermal-mechanical modeling parameters (rock-mass modulus, strength and thermal expansion) for the Tptpll lithostratigraphic unit, and provide a basis for understanding thermal-mechanical behavior of this unit. The measurements will be used to evaluate numerical models of the thermal-mechanical response of the repository. These numerical models are then used to predict pre- and post-closure repository response. ACKNOWLEDGEMENTS The authors would like to thank David Bronowski, Ronnie Taylor, Ray E. Finley, Cliff Howard, Michael Schuhen (all SNL) and Fred Homuth (LANL) for their work in the planning and implementation of the tests described in this report. This is a reprint of SAND2004-2703, which was originally printed in July 2004. At that time, it was printed for a restricted audience. It has now been approved for unlimited release.

International Journal of Greenhouse Gas Control

Dewers, Thomas D.; Eichhubl, Peter; Ganis, Ben; Gomez, Steven P.; Heath, Jason; Jammoul, Mohamad; Kobos, Peter H.; Liu, Ruijie; Major, Jonathan; Matteo, Edward N.; Newell, Pania; Rinehart, Alex; Sobolik, Steven R.; Stormont, John; Reda Taha, Mahmoud; Wheeler, Mary; White, Deandra

Desirable outcomes for geologic carbon storage include maximizing storage efficiency, preserving injectivity, and avoiding unwanted consequences such as caprock or wellbore leakage or induced seismicity during and post injection. To achieve these outcomes, three control measures are evident including pore pressure, injectate chemistry, and knowledge and prudent use of geologic heterogeneity. Field, experimental, and modeling examples are presented that demonstrate controllable GCS via these three measures. Observed changes in reservoir response accompanying CO2 injection at the Cranfield (Mississippi, USA) site, along with lab testing, show potential for use of injectate chemistry as a means to alter fracture permeability (with concomitant improvements for sweep and storage efficiency). Further control of reservoir sweep attends brine extraction from reservoirs, with benefit for pressure control, mitigation of reservoir and wellbore damage, and water use. State-of-the-art validated models predict the extent of damage and deformation associated with pore pressure hazards in reservoirs, timing and location of networks of fractures, and development of localized leakage pathways. Experimentally validated geomechanics models show where wellbore failure is likely to occur during injection, and efficiency of repair methods. Use of heterogeneity as a control measure includes where best to inject, and where to avoid attempts at storage. An example is use of waste zones or leaky seals to both reduce pore pressure hazards and enhance residual CO2 trapping.

Roberts, Barry L.; Lord, David L.; Lord, Anna S.; Bettin, Giorgia B.; Sobolik, Steven R.; Park, Byoung P.

Abstract not provided.

Roberts, Barry L.; Lord, David L.; Lord, Anna S.; Bettin, Giorgia B.; Sobolik, Steven R.; Park, Byoung P.

Abstract not provided.

Sobolik, Steven R.; Buchholz, Stuart A.; Reedlunn, Benjamin R.; Keffeler, Evan K.; Roberts, Lance R.

Abstract not provided.

Finite Elements in Analysis and Design

Park, Byoung P.; Roberts, Barry L.; Sobolik, Steven R.

The three-dimensional finite element mesh capturing realistic geometries of the Bayou Choctaw site has been constructed using the sonar and seismic survey data obtained from the field. The mesh consists of hexahedral elements because the salt constitutive model is coded using hexahedral elements. Various ideas and techniques to construct finite element mesh capturing artificially and naturally formed geometries are provided. The techniques to reduce the number of elements as much as possible to save on computer run time while maintaining the computational accuracy is also introduced. The steps and methodologies could be applied to construct the meshes of Big Hill, Bryan Mound, and West Hackberry strategic petroleum reserve sites. The methodology could be applied to the complicated shape masses for various civil and geological structures.

Matteo, Edward N.; Gomez, Steven P.; Sobolik, Steven R.; Stormont, John C.; Dewers, Thomas D.; Taha, Mahmoud R.

Abstract not provided.

Sobolik, Steven R.; Roberts, Barry L.; Park, Byoung P.; Lord, Anna S.; Bettin, Giorgia B.

Abstract not provided.

Kuhlman, Kristopher L.; Matteo, Edward N.; Hadgu, Teklu H.; Reedlunn, Benjamin R.; Sobolik, Steven R.; Mills, Melissa M.; Kirkes, Leslie D.; Xiong, Yongliang X.; Icenhower, Jonathan I.

This report is a summary of the international collaboration and laboratory work funded by the US Department of Energy Office of Nuclear Energy Spent Fuel and Waste Science & Technology (SFWST) as part of the Sandia National Laboratories Salt R&D work package. This report satisfies milestone levelfour milestone M4SF-17SN010303014. Several stand-alone sections make up this summary report, each completed by the participants. The first two sections discuss international collaborations on geomechanical benchmarking exercises (WEIMOS) and bedded salt investigations (KOSINA), while the last three sections discuss laboratory work conducted on brucite solubility in brine, dissolution of borosilicate glass into brine, and partitioning of fission products into salt phases.

Sobolik, Steven R.; Buchholz, Stuart A.

Abstract not provided.

Sobolik, Steven R.; Roberts, Barry L.; Park, Byoung P.; Lord, Anna S.; Bettin, Giorgia B.

Abstract not provided.

Sobolik, Steven R.; Roberts, Barry L.

Abstract not provided.

Sobolik, Steven R.; Buchholz, Stuart A.

Abstract not provided.

Bettin, Giorgia B.; Hart, David B.; Sobolik, Steven R.; Park, Byoung P.; Lord, Anna S.

Abstract not provided.

Matteo, Edward N.; Sassani, David C.; Kuhlman, Kristopher L.; Freeze, Geoffrey A.; Brady, Patrick V.; Dewers, Thomas D.; Sobolik, Steven R.; Gomez, Steven P.; Taha, Mahmoud R.; Stormont, John C.

Abstract not provided.

Roberts, Barry L.; Sobolik, Steven R.

Abstract not provided.

Computers and Geotechnics

Gomez, Steven P.; Sobolik, Steven R.; Matteo, Edward N.; Reda Taha, Mahmoud; Stormont, John C.

This research aims to describe the microannulus region of the cement sheath-steel casing interface in terms of its compressibility and permeability. A wellbore system mock-up was used for lab-scale testing, and was subjected to confining and casing pressures in a pressure vessel while measuring gas flow along the specimen's axis. The flow was interpreted as the hydraulic aperture of the microannuli. Numerical joint models were used to calculate stress and displacement conditions of the microannulus region, where the mechanical stiffness and hydraulic aperture were altered in response to the imposed stress state and displacement across the joint interface.

Park, Byoung P.; Roberts, Barry L.; Sobolik, Steven R.

Abstract not provided.

Hansen, Francis D.; Sobolik, Steven R.; Stauffer, Phil S.

A summary of recommendations for near-term intermediate-scale testing pertaining to a salt repository is provided in this report. Each proposal was asked to implement a phased progression, initiating with test plan production in FY 2017 and early-stage testing, if possible. Beyond 2017, testing is anticipated to progress to an underground setting and involve intermediate-scale field activities. Each test concept was presented at the June 6th 2016 meeting in Las Vegas NV and a team of DOE-NE, DOE-EM, and National Laboratory staff discussed the rnerits of each proposal. Discussions among managers and researchers in the weeks following the meeting led to selection of a path forward for phased testing that includes a series of small diarneter borehole tests designed to illuminate thermomechanical processes and potential vapor and brine transport. These tests are intended to be implemented at the WIPP facility and involve collaboration between SNL, LANL, and LBL. This document summarizes the test concepts generated by the te s of researchers and decisions made subsequent to the June 6th meeting.

Sobolik, Steven R.

Abstract not provided.

Park, Byoung P.; Roberts, Barry L.; Sobolik, Steven R.

Abstract not provided.

Hansen, Francis D.; Kuhlman, Kristopher L.; Sobolik, Steven R.

Salt formations hold promise for eternal removal of nuclear waste from our biosphere. Germany and the United States have ample salt formations for this purpose, ranging from flat-bedded formations to geologically mature dome structures. As both nations revisit nuclear waste disposal options, the choice between bedded, domal, or intermediate pillow formations is once again a contemporary issue. For decades, favorable attributes of salt as a disposal medium have been extoled and evaluated, carefully and thoroughly. Yet, a sense of discovery continues as science and engineering interrogate naturally heterogeneous systems. Salt formations are impermeable to fluids. Excavation-induced fractures heal as seal systems are placed or natural closure progresses toward equilibrium. Engineering required for nuclear waste disposal gains from mining and storage industries, as humans have been mining salt for millennia. This great intellectual warehouse has been honed and distilled, but not perfected, for all nuances of nuclear waste disposal. Nonetheless, nations are able and have already produced suitable license applications for radioactive waste disposal in salt. A remaining conundrum is site location. Salt formations provide isolation and geotechnical barriers reestablish impermeability after waste is placed in the geology. Between excavation and closure, physical, mechanical, thermal, chemical, and hydrological processes ensue. Positive attributes for isolation in salt have many commonalities independent of the geologic setting. In some cases, specific details of the environment will affect the disposal concept and thereby define interaction of features, events and processes, while simultaneously influencing scenario development. Here we identify and discuss high-level differences and similarities of bedded and domal salt formations. Positive geologic and engineering attributes for disposal purposes are more common among salt formations than are significant differences. Developing models, testing material, characterizing processes, and analyzing performance all have overlapping application regardless of the salt formation of interest.

Sobolik, Steven R.

Abstract not provided.

Sobolik, Steven R.; Hansen, Francis D.

Abstract not provided.