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    Integrated experimental and computer modeling approach to understand permafrost thaw subsidence induced oil well instability for Alaska North Slope oil wells

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    Author
    Suryawanshi, Saurabh Sheshrao
    Chair
    Patil, Shirish
    Dandekar, Abhijit
    Committee
    Bray, Matthew
    Khataniar, Santanu
    Metadata
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    URI
    http://hdl.handle.net/11122/6650
    Abstract
    Hydrocarbon reservoirs in the Arctic region of Alaska have been developed by various oil and gas producers for several years. Most of them are overlain by massive layers of permafrost soils which extend to a thickness of up to 2300 feet. Production and injection wells in such regions have experienced design and operational challenges due to heat loss from the wellbore and subsequent thawing of the permafrost soils. Thawing is a phase change of ice to water resulting in volumetric reduction of the frozen soil due to pore space contraction and segregated ice thaw, causing a major problem of thaw subsidence. Thaw subsidence affects the stability of the well, causing buckling and structural distress along the length of the wellbore within the thaw susceptible permafrost zones, thus damaging the well casing. Two different experimental approaches, one-dimensional consolidation and three-dimensional physical scale test, were employed to study thaw subsidence mechanisms in three different types of soils; namely, clay, silt and sand. The main objective of these experiments was to understand the well-soil system and the changes occurring within it with time, which will further increase knowledge of the interaction between the wellbore and the soil in Arctic regions during progressive thaw. Due to a lack of data and information, several areas were selected for multiple experimental approaches, including lateral pressure development, soil strain and strain within well casing, to study the frictional effects along the wellbore and pore-pressure response within the soil. Along with the experimental work, two different models were built in COMSOL Multiphysics™. The first model focused on thermal analysis of the thawing and refreezing behavior of ice-rich permafrost for drilling and production operations, while the second model focused on mechanical analysis, to study and understand the generation of the vertical and horizontal loads and stress-strain characteristics of the ice-rich permafrost. Simulations focused mainly on obtaining data for lateral pressure development, well stress-strain and temperature.
    Description
    Thesis (M.S.) University of Alaska Fairbanks, 2016
    Table of Contents
    Chapter 1: Introduction -- Permafrost -- Methods of permafrost formation -- Distribution of permafrost -- Factors affecting the presence of permafrost -- Permafrost in Alaska -- Permafrost thaw subsidence -- Chapter 2: Literature review -- Heat transfer -- Basic theory -- Heat capacity and latent heat -- Behavior of permafrost around a wellbore -- Melting of excess ice -- Fluid expulsion along with thaw consolidation -- Pore pressure reduction -- Stiffness reduction -- Factors influential towards permafrost thaw subsidence -- Soil lithology -- Deposition history and freezing and thawing conditions -- Well geometry and spacing -- Thaw discontinuities -- Behavior of permafrost soils upon thaw -- External and internal freezeback -- Thaw subsidence loading -- Summary of mechanisms and factors influencing permafrost thaw subsidence -- Previous work described in the literature -- Chapter 3: Objective of the study -- Chapter 4: Experimental approach to understand thaw subsidence -- Understanding and testing of soil -- Testing of soil part #1: sieve analysis and hydrometer analysis -- Results for sieve analysis and hydrometer analysis -- Testing of soil part #2: atterberg limit tests -- Results for liquid limit test and plastic limit tests -- Testing of soil part #3: soil consolidation and layer test -- Testing of soil part #4: frost heave test -- Preparation of soil sample -- Japanese cell -- Laval cell -- Three-dimensional physical scale test -- One dimensional consolidation test -- Chapter 5: Computer modeling approach to understand thaw subsidence -- Thermal analysis -- Base model for thermal analysis -- Input parameters and assumptions for thermal analysis -- Results and their validation for base model -- Main model for thermal analysis -- Results for main model -- Mechanical analysis -- Base model for mechanical analysis -- Input parameters and assumptions for mechanical analysis -- Results for base model -- Main model for mechanical analysis -- Results for main model -- Chapter 6: Conclusions and recommendations -- Conclusions -- Recommendations -- References -- Appendix.
    Date
    2016-05
    Type
    Thesis
    Collections
    Engineering

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