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1001
Failure Analysis of Deep Composite Roof Roadway and Support Optimization of Anchor Cable Parameters
Published 2021-01-01“…The stability of the roadway surrounding rock is the key factor of underground mining. Roof subsidence occurred during roadway excavation in the Menkeqing Coal Mine. …”
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1002
Mechanical Constitutive and Seepage Theoretical Model of Water Storage Media Based on Fractional Derivative
Published 2022-01-01“…The water storage media are composed of broken rock masses and the voids between the rock masses. …”
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1003
Study on the Vibroimpact Response of the Particle Elastic Impact on the Metal Plate
Published 2019-01-01“…The results show that the impact-contact response of the rock sphere obtained from the simulation that the elastic rock sphere impact on the elastic metal plate is more accurate. …”
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1004
Behavior of Concrete-Filled Steel Tube Columns Subjected to Axial Compression
Published 2018-01-01“…The bearing capacities of the rock-socketed CFST columns are lower than those of rock-socketed columns without a steel tube under a vertical load; besides, the greater the rock-socketed depth, the greater the bearing capacity of the rock-socketed piles. …”
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1005
A Discussion of Reinforcement Timing Optimization for Main Inclined Shaft Roadway with Water Seepage
Published 2020-01-01“…The field application suggests that grouting at a reasonable timing can effectively control the influence of seepage water from the roof crack of the main inclined shaft on the deformation of the roadway surrounding rock, improve the integrity of the roadway surrounding rock, increase the bearing capacity of the support, and maintain the safety and stability of the roadway surrounding rock of the main inclined shaft. …”
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1006
Experimental Investigation of Failure Mode and Energy Evolution under Uniaxial Recompression of Granite Predamaged
Published 2024-01-01“…The test results showed that the cyclic loading with high confining pressure does damage to the rock to a certain degree. The macrocracks of predamage rock appear initially when the uniaxial compressive stress reaches 0.8 σmax. …”
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1007
Linkage Analysis between Solid-Fluid Coupling and the Strength Reduction Method for Karst Cave Water Inrush in Mines
Published 2020-01-01“…It is suggested that water discharge on the working face augments with the increase in the reduction factor of the water-proof rock pillar before the rock pillar loses its stability. …”
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1008
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1009
Genetic classification and geochemical evaluation of Upper Cretaceous carbonate reservoir oils in Dezful Embayment and Abadan Plain, SW Iran
Published 2025-02-01“…The study encompassed oil-source rock correlation through biomarker and stable carbon isotope ratios of Sargelu, Garau, Kazhdumi, and Pabdeh rock extracts to assist in establishing the best relevant source rock. …”
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1010
Study on Freezing-Thawing Failure Process of Natural Damage Sandstone Based on Cellular Automata
Published 2022-01-01“…The existence of initial rock damage causes the rock’s localized deformation and failure characteristics. …”
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1011
Analysis of Energy Dissipation Characteristics of Damaged Sandstone under Impact Load
Published 2021-01-01“…Before rock burst, coal, and gas outburst dynamic load, rock mass in geotechnical engineering has been an indifferent degree of damage. …”
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1012
A Review of Enhanced Methods for Oil Recovery from Sediment Void Oil Storage in Underground Salt Caverns
Published 2025-01-01“…The oil recovery from the sediment void is feasible, and China has rich rock salt and other convenient conditions to develop SVOS technology.…”
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1013
Mechanism of Damage and Deterioration of Red Sandstone in South China under Different pH Treatments
Published 2024-01-01“…Alkaline and neutral solutions mainly corrode the surface of rock samples, with the wave velocity of the rock core higher than that of the surface. …”
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1014
Experimental Investigation of Unloading-Induced Red Sandstone Failure: Insight into Spalling Mechanism and Strength-Weakening Effect
Published 2020-01-01“…Based on the test results, the effects of the unloading rate and confining pressure on the strength and failure characteristics of hard rock were explored, and a reasonable explanation for unloading-induced spalling in hard rock tunnels was presented. …”
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1015
Petrography of Sandstone Units of Injana Formation in Al-Teeb Area South Eastern Iraq
Published 2025-01-01“…Ten samples of these sandstone were collected in order thin sectined for petrogtaphic decribtion. these sandstone are composed from quartz (both monocrystalline and polycrystalline), feldspar (potash feldspar and plagioclase feldspar), and rock fragments (sedimentary, igneous, and metamorphic rock fragmentd), the sedimentary rock fragments composed from; carbonate, chert, old sandstone, mudstone, and evaporate rock fragments. …”
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1016
Description of the First Case of Adenomyomatosis of the Gallbladder in an Infant
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1017
Blasting Vibration Law and Prediction in the Near-Field of Tunnel
Published 2022-01-01“…The stability of surrounding rock near the tunnel face is very important to the safety of constructors and the tunnel itself. …”
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1018
Triaxial Compressive Failure Characteristics and Constitutive Model Study of Jurassic-Cretaceous Weakly Cemented Sandstone
Published 2020-01-01“…Based on the rock strength theory and Weibull random distribution assumption of rock element strength, the damage variable correction coefficient was introduced when the residual strength was considered. …”
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1019
Thermomechanical Behavior of Late Indo-Chinese Granodiorite under High Temperature and Pressure
Published 2018-01-01“…This study investigates the influence of temperature, effective stress, and rock fracture on the bulk modulus and Biot’s coefficient of granodiorite from a hot dry rock geothermal reservoir using the triaxial compression test. …”
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1020
Damage Characteristics Caused by Deep-Hole Blasting near Normal Fault and Its Effects on Coal and Gas Outbursts
Published 2022-01-01“…To understand the stability of coal and rock in areas of normal faults disturbed by the dynamic loads of blasting, the damage characteristics of coal and rock within a normal fault are investigated using similarity simulation tests. …”
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