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The Sichuan basin's shale gas fields demonstrate elevated seismic activity, which poses a significant challenge in the development of shale gas. Besides, casing deformation emerges as a prominent concern, leading to substantial disruptions in shale gas production operations. In order to address the issue of casing deformation in seismically active areas, an analysis was conducted on the seismicity and casing deformation. Subsequently, a three-dimensional finite element model was developed to represent the casing-cement sheath-fault-formation assembly. A study was conducted to investigate the mechanism of casing shear deformation caused by fault slip, as well as the corresponding mechanical response of the casing. An investigation was conducted to analyze the influence of drilling and fracturing parameters on casing shear deformation. Additionally, strategies to effectively manage casing shear deformation were proposed. Furthermore, a novel approach to designing casing strength was introduced. The analysis of the data reveals that the Weiyuan, Changning, and Zhaotong shale gas fields exhibit high levels of tectonic stress, notable disparities in horizontal stress, and well-developed fault systems. The aforementioned factors are responsible for an increased occurrence of casing shear deformation and a greater probability of triggering earthquakes. The occurrence of fault slip results in the escalation of casing deformation and stress within a 1-meter vicinity of the fault. The casing Mises stress surpasses the yield strength with relative ease. The inclusion of casing deformation quantity in casing strength design can significantly reduce downhole incidents resulting from casing shear deformation during hydraulic fracturing operations.
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http://www.ncbi.nlm.nih.gov/pmc/articles/PMC11953276 | PMC |
http://dx.doi.org/10.1038/s41598-025-94469-1 | DOI Listing |
Sci Rep
August 2025
SCEGC Mechanized Construction Group Co., Ltd., Xi'an, 710032, Shaanxi, China.
In valley regions where high-fill embankments are constructed, inadequate foundation bearing capacity is a frequently encountered challenge. At the Ankang Airport relocation site, expansive soils primarily originating from the Upper to Middle Pleistocene are widely distributed, which introduces substantial safety concerns for the stability of high-fill embankments. Prior to large-scale filling, a field experimental site was selected within the project area to conduct in-situ tests for ground improvement.
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April 2025
Laboratory for Metrological Maintenance of Computerized Sensors and Measuring Systems, D. I. Mendeleyev Institute for Metrology, Saint Petersburg 199005, Russia.
This study investigates the reliability of Francis turbines and highlights the critical need for an improved deformation monitoring system for bolts that fasten a hydroturbine head-cover to its casing. During different operational stages of the hydraulic unit, such as start-up, partial load, and full load, the hydroturbine head-cover and its fastening bolts are subjected to static and cyclic loads. The loads generate vibrations and different deformations that must be monitored.
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March 2025
Unconventional Oil and Gas Science & Technology Institute, China University of Petroleum (Beijing), Beijing, 102249, China.
The Sichuan basin's shale gas fields demonstrate elevated seismic activity, which poses a significant challenge in the development of shale gas. Besides, casing deformation emerges as a prominent concern, leading to substantial disruptions in shale gas production operations. In order to address the issue of casing deformation in seismically active areas, an analysis was conducted on the seismicity and casing deformation.
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March 2025
Nanxun Innovation Institute, Zhejiang University of Water Resources and Electric Power, Hangzhou, 310018, China.
The widespread distribution of riprap in estuarine mudflats has brought significant challenges to the penetration construction of steel casings. To reveal the effects of casing length, diameter and wall thickness on the stress and deformation, as well as the deformation characteristics and mechanical behaviors of the steel casing during the sinking process, the paper utilizes finite element method to construct a three-dimensional numerical model of the collision between steel casings and riprap in mudflat. The research results indicate that longer steel casing has better crushing effect on the riprap, smoother deflection curve of the casing body and smaller deformation at the casing end under the same casing diameter and wall thickness conditions.
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September 2024
SINOPEC Gas Storage Branch Co., Ltd, Changzhou, 213200, Jiangsu, China.
Under the premise of guaranteeing the stability of the gas storage reservoir, reducing the thickness of the salt layer on the top plate of the gas storage reservoir can improve the utilization rate of the salt layer in the construction section and increase the vertical height of the gas storage reservoir cavity, creating a larger gas storage space. The mechanical planar model of the casing-cement sheath-surrounding rock in the top plate of the salt cavern gas storage reservoir yields the elastic-plastic theoretical solution for the stress and deformation of the well wall surrounding rock. Based on this, a three-dimensional mechanical numerical model of the top plate is constructed to compare the effects of various top plate thicknesses on the surrounding rocks of the gas storage reservoir and to analyze the stress and deformation behavior of the wall surrounding the rock of the top plate of the reservoir in the cementing section and bare wells under the long-term injection and extraction cycle.
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