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1281
Experimental Study on Spontaneous Imbibition Characteristics of Fracturing Fluid at Cores from Different Layers in Fuling Shale Gas Reservoir
Published 2021-01-01“…With low porosity and low permeability, shale reservoirs cannot be mined economically without large-scale hydraulic fracturing operation. However, abundant fracturing fluid will enter the reservoirs during the process of fracture. …”
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1282
Depositional environment of shallow-marine arenites in the Northern Apennines (Italy) affects aquifer performance: an interpretive key to groundwater management in a climate change...
Published 2025-02-01“…Sedimentary facies formed in relatively proximal environments, close to the paleo shoreline, exhibit higher bulk hydraulic conductivity, recharge potential, and storage than those formed in a more distal (open shelf) position, resulting in discharge through larger springs more resilient to droughts. …”
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1283
Seepage Damage Statistical Model of Filled Fractured Rock considering Structural Surface and Failure Characteristic
Published 2021-01-01“…However, the final damage value used to calculate the fractured rock of the hydraulic material filling is much higher and inaccurate.…”
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1284
Dynamic Modeling and Analysis on the Cable Effect of USV/UUV System Under High-Speed Condition
Published 2025-01-01Get full text
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1285
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1286
Découverte d’une canalisation antique sur la colline de Fourvière à Lyon
Published 2023-12-01“…The internal channel has the typical characteristics of an aqueduct, consisting of a 0.56 m wide specus in hydraulic mortar. The masonry is made up of two large walls, bringing the total width of the channel to 3 m. …”
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1287
Experimental Study on Mechanical Properties of Deep Buried Granite under Different Confining Pressures
Published 2020-01-01“…In order to study the deformation and failure characteristics of deep buried granite under high confining pressure cyclic loading and unloading, MTS815 electro-hydraulic servo rock test system was used to conduct cyclic loading and unloading tests under confining pressures of 15 MPa, 35 MPa, 45 MPa, and 55 MPa, and the corresponding stress-strain curves and deformation failure characteristic curves were obtained. …”
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1288
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1289
Quantifying Anisotropic Properties of Old–New Concrete Interfaces Using X-Ray Computed Tomography and Homogenization
Published 2025-01-01“…The interface between old and new concrete is a critical component in many construction practices, including concrete pavements, bridge decks, hydraulic dams, and buildings undergoing rehabilitation. …”
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1290
An Approach to Data Processing for the Smart District Heating System
Published 2022-06-01“…During the implementation of automated control systems of district heating, a number of information tasks of the lower level are being introduced, including the data collection for thermal and hydraulic modes of operation for monitoring, operational management and analysis of the effectiveness. …”
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1291
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1292
Numerical Investigation of Multistage Fractured Horizontal Wells considering Multiphase Flow and Geomechanical Effects
Published 2021-01-01“…Hydraulic fracturing is a key technology in unconventional reservoir production, yet many simulators only consider the single-phase flow of shale gas, ignoring the two-phase flow process caused by the retained fracturing fluid in the early stage of production. …”
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1293
ESA CCI Soil Moisture Assimilation in SWAT for Improved Hydrological Simulation in Upper Huai River Basin
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1294
Influence of Water System Connectivity Project on Hydrodynamics of Offshore Tidal Waters
Published 2025-01-01“…The water system connectivity project adopts a series of artificial or natural measures to connect the water system and realize the hydraulic connection between the rivers. In this study, a two-dimensional hydrodynamic mathematical model was used to simulate the hydrodynamic conditions in the Longjiang Pond before and after the construction of the Longjiang River System Connectivity Project. …”
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1295
Physical Modelling of Rainfall-Induced Sandy and Clay-Like Slope Failures
Published 2023-01-01“…The model platform 2.3 m long, 1.0 m wide, and 0.5 m deep was used to build small-scale slope models with the same geometric conditions but different soil types/materials, including sand and two sand-kaolin mixtures with the same slope angle. The hydraulic response of the slope models under simulated rainfall conditions was monitored using volumetric water content, pore water pressure, and matric suction sensors installed at different depths and along different profiles. …”
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1296
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1297
Analysis of Necessity and Feasibility for Ground Improvement in Warm and Ice-Rich Permafrost Regions
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1298
Practical Approach to Predicting the K0 Behavior of In Situ Sandy Gravel
Published 2018-01-01Get full text
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1299
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1300
Treatment of Tanning Effluent Using Seaweeds and Reduction of Environmental Contamination
Published 2022-01-01Get full text
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