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  1. 2461

    Numerical and Analytical Study of Fluid Flow and Thermal Transfer in a Rough Fracture by Xiangyue Wen, Xiting Long, Zhaoying Yang

    Published 2022-01-01
    “…The effect of temperature on the physical properties of rocks and fluids was included in the study to reflect the actual situation more realistically. …”
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    Article
  2. 2462

    Experimental evidence for a shallow cumulate remelting origin of lunar high-titanium mare basalts by Shuchang Gao, Yanhao Lin, Wim van Westrenen

    Published 2025-01-01
    “…Abstract High-titanium mare basalts were among the earliest rocks to be returned from the Moon, but key aspects of their formation remain enigmatic. …”
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    Article
  3. 2463

    A Review of the Advantages and Limitations of Geophysical Investigations in Landslide Studies by Veronica Pazzi, Stefano Morelli, Riccardo Fanti

    Published 2019-01-01
    “…Landslide deformations involve approximately all geological materials (natural rocks, soil, artificial fill, or combinations of these materials) and can occur and develop in a large variety of volumes and shapes. …”
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  4. 2464

    Evaluation of the Influence Caused by Tunnel Construction on Groundwater Environment: A Case Study of Tongluoshan Tunnel, China by Jian Liu, Dan Liu, Kai Song

    Published 2015-01-01
    “…This study presents an indicator system and quantifies each indicator of Tongluoshan tunnel, which is located in southwest China with a length of 5.2 km and mainly passes through carbonate rocks and sandstones, based on field investigation and related technological reports. …”
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    Article
  5. 2465

    Optical Spectra and Color Nature of Lithium Amphiboles by S.I. Konovalenko, A.I. Bakhtin, A.G. Nikolaev

    Published 2016-03-01
    “…One of them – a limit magnesian fluoro-sodium pedrisite of yellow-green color – was taken from the rocks hosting pegmatites, and another one – fluoro-sodium ferro-pedrisite of violet-blue color – was taken from pegmatites as such. …”
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    Article
  6. 2466

    An Experimental Study of Fracture Parameters of Concrete Produced With Basalt Aggregate by Peak-Load Method by Senem Yilmaz Cetin, Tahir Azad Celik

    Published 2025-01-01
    “…In this study, natural rocks defined as basalt type from Karacadağ, located within the borders of Diyarbakır, Şanlıurfa, and Mardin provinces in the Southeastern Anatolia Region of Türkiye, were used as aggregate materials. …”
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    Article
  7. 2467

    Damage Mechanism of Oil-Based Drilling Fluid Flow in Seepage Channels for Fractured Tight Sandstone Gas Reservoirs by Peng Xu, Mingbiao Xu

    Published 2019-01-01
    “…The damage mechanism of oil-based drilling fluids for fractured tight sandstone gas reservoirs is analyzed based on the characteristics of multiphase fluids in seepage channels, the physical and chemical changes of rocks, and the rheological stability of oil-based drilling fluids. …”
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    Article
  8. 2468

    High Performance Damage-Resistant Seismic Resistant Structural Systems for Sustainable and Resilient City: A Review by Junhua Wang, Hua Zhao

    Published 2018-01-01
    “…Then, the structural detailing and the seismic behaviors of three types of existing DRSRS systems, namely, the replaceable structural element (RSE), rocking seismic resisting structural (RSRS) system, and self-centering seismic resisting structural (SCSRS) system, are summarized in detail. …”
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  9. 2469
  10. 2470

    Blasting Vibration Signal Transform in Geotechnical Engineering Applied HHT and S Transform for Time-Frequency Analysis by Ke Man, Zhifei Song, Xiaoli Liu, Gaofeng Song

    Published 2022-01-01
    “…Therefore, it is believed that the HHT method has broad application prospects in the study of wave propagation, attenuation law, structural dynamic response characteristics, and blasting vibration damage in rocks.…”
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    Article
  11. 2471

    Numerical Study of the Influence of Cavity on Immiscible Liquid Transport in Varied-Wettability Fractures by Zhi Dou, Zhifang Zhou, Yefei Tan, Yanzhang Zhou

    Published 2015-01-01
    “…Field evidence indicates that cavities often occur in fractured rocks, especially in a Karst region. Once the immiscible liquid flows into the cavity, the cavity has the immiscible liquid entrapped and results in a low recovery ratio. …”
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    Article
  12. 2472

    Influence of Error in Estimating Anisotropy Parameters on VTI Depth Imaging by S. Y. Moussavi Alashloo, D. P. Ghosh, Y. Bashir, W. Y. Wan Ismail

    Published 2016-01-01
    “…Thin layers in sedimentary rocks lead to seismic anisotropy which makes the wave velocity dependent on the propagation angle. …”
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    Article
  13. 2473

    Sustainable application of waste gangue mortar in coal mine tunnel support by Yang Liu, Luming Zhu, Xijun Liang, Jintao He, Guiwen Suo, Haoran Wu, Bin Li, Zimu Wang

    Published 2025-01-01
    “…Abstract With the increase in coal mining depths, soft and fractured roadway surrounding rocks require grouting and a sprayed protective layer for maintenance. …”
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    Article
  14. 2474

    TOMAMAEITE Cu3 Pt IN NATIVE OSMIUM FROM RIVER SEDIMENTS IN THE NIZHNIE SERGI REGION, CENTRAL URALS by V.V. Sharygin, I.G. Mikhailov

    Published 2022-06-01
    “…The formation of tomamaeite and coexisted minerals is related to the process of postmagmatic transformation of the primary PGE mineral assemblage, probably, during serpentinization of ultramafic rocks.…”
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  15. 2475

    Multivariate Analysis, Mass Balance Techniques, and Statistical Tests as Tools in Igneous Petrology: Application to the Sierra de las Cruces Volcanic Range (Mexican Volcanic Belt) by Fernando Velasco-Tapia

    Published 2014-01-01
    “…A cluster analysis following Ward’s linkage rule was carried out to classify the SC volcanic rocks geochemical groups. Finally, two mass-balance schemes were applied for the quantitative evaluation of the proportion of the end-member components (dacitic and andesitic magmas) in the comingled lavas (binary mixtures).…”
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  16. 2476
  17. 2477

    Enhancement of Cross-Borehole Pulse Radar Signature on a Partially Water-Filled Tunnel by Ji-Hyun Jung, Se-Yun Kim

    Published 2014-01-01
    “…Then, a unified curve including the effects of two granites with the low and high dielectric properties is derived to cover widely varied dielectric properties of underground rocks. Based on the fastest TOP of an empty tunnel, the average difference between the fastest TOP of an empty tunnel and that of a partially water-filled tunnel decreases from 22.92% to 2.59% after enhancement.…”
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  18. 2478

    Characterization of paleodrainages in desert regions of Saudi Arabia multisatellite images with field based study by Mashael M. Al Saud

    Published 2025-02-01
    “…Hydro-geomorphological-based categorization of these paleodrainages was carried out, indicating the majority of SW-NE trending and the presence of routes, unconsolidated sediments and rocks. From the hydrological point of view, these paleodrainages are potential for groundwater storage; and they can be also suitable sites for artificial groundwater recharge; be-sides they represent routs for saltwater intrusion on-land; and these science-based clues represent supportive element for better water resources management in Saudi Arabia.…”
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  19. 2479

    Study on Dynamic Mechanical Properties and Failure Mechanism of Sandstones under Real-Time High Temperature by JiaZhi Zhang, Ming Li, Gang Lin, Lianying Zhang, Hao Yu, Kui Di

    Published 2021-01-01
    “…The research on dynamic mechanical properties of rocks under high temperature is the basis for safe and efficient implementation of deep coal mining and underground coal gasification engineering. …”
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  20. 2480

    Finite Element Modeling and Analysis of Nonlinear Impact and Frictional Motion Responses Including Fluid—Structure Coupling Effects by Yong Zhao

    Published 1997-01-01
    “…The models developed have features that allow consideration of geometric and material nonlinearities including (1) the impacts of fuel assemblies to rack cells, a rack to adjacent racks or pool walls, and rack support legs to the pool floor; (2) the hydrodynamic coupling of fuel assemblies with their storing racks, and of a rack with adjacent racks, pool walls, and the pool floor; and (3) the dynamic motion behavior of rocking, twisting, and frictional sliding of rack modules. …”
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