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401
Microstructure characterization of porous microalloyed aluminium-silicate ceramics
Published 2011-01-01“…It has shown great variety in size distribution of grains from clay powders to sintered samples.…”
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402
Effect of Osmotic Pressure on Migration Behavior of nZnO in GCLs
Published 2018-01-01“…The migration of zinc oxide nanoparticles (nZnO) in geosynthetic clay liners (GCLs) under different osmotic pressures was conducted using a self-developed geosynthetic clay liner osmometer. …”
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403
Deformation and Stability Analysis of a Core Rockfill Dam with Leakage
Published 2022-01-01“…The No. 4 clay core rockfill dam of the Gongming Reservoir experienced leakages when the reservoir water level was low. …”
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404
Activités artisanales sur la rive droite de la Vesle à Reims/Durocortorum
Published 2022-11-01“…Structures related to fabric manufacturing have also been identified and take the form of pits whose primary filling is composed of relatively compact and homogeneous yellow to orange colored clay. The geological analysis results performed on the stored clay demonstrated that they were 100% composed of smectite (whose geographical and geological origin could not be determined). …”
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405
Damage of Green Synthetic Cement Slurry to Clastic Rock Reservoir
Published 2023-01-01“…The reservoir physical properties, clay mineral characteristics, and formation water quality of rock reservoirs are analyzed. …”
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406
Morphological analysis of Mahabad river channeland the impact of Dam construction
Published 2015-09-01“…The relationship between effective variables on the channel pattern such as, discharge, slope, stream power,stream bank clay content and width of bed, and observed pattern changes were analyses. …”
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407
Effect of Water on Mechanical Properties of Coal Measures Mudstone Using Nanoindentation
Published 2022-01-01“…Mudstone rich in clay minerals exhibits an obvious water-induced weakening effect, and the mechanical properties of mudstone are significantly affected by the groundwater. …”
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408
Reservoir Sensitivity Analysis of Tight Sandstone and Its Controlling Factors: A Case Study from Chang 4+5 to Chang 6 Reservoirs in N 212 Well Block of Nanniwan Oilfield, Ordos Bas...
Published 2023-01-01“…The major controlling factors on reservoir sensitivity are clay mineral component, petrophysical property, and pore structure. …”
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409
Analysis of Factors Influencing Stability of Overlying Soil Layer on Thin Bedrock Based on Crack Development-Closure Test
Published 2019-01-01“…Clay has remolding properties that are unlike the nonreversible characteristics of cracks in brittle rock, and failure cracks in clay can reclose or continue to expand under the influence of different external factors. …”
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410
Application of Nano Materials in Improving Geotechnical Properties of Soils: A Review Study
Published 2023-11-01“…The results show that the addition of nano materials to clay can lead to an average increase in strength of more than 100% and in sandy soils less than 100%. …”
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411
Application and Development of an Environmentally Friendly Blast Hole Plug for Underground Coal Mines
Published 2018-01-01“…The traditional method for blasting hole blockage with clay stemming has many problems, which include a large volume of transportation, excess loading time, and high labor intensity. …”
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412
Response of Sorghum (Sorghum bicolor L.) to Residual Phosphate in Soybean-Sorghum and Maize-Sorghum Crop Rotation Schemes on Two Contrasting Nigerian Alfisols
Published 2016-01-01“…It is evident that pH and clay contents of soils as well as the rotation crop concerned influence the efficiency of finely ground soluble phosphates in crop rotation schemes.…”
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413
Characterization of Soil Properties and the Implications for Landslide Occurrence in Rubanda District.
Published 2023“…And from the plasticity charts the PI and LL results reveals that the soils are clay of high plasticity and this signals chances of landslides Soil particle distribution The clay fraction for the soil were above 10% threshold identified from the analysis of the soil samples from the respective test pits as shown in the table below, this explains higher possibilities of extreme expansion potential and hence susceptible to land slides The bearing capacity of soil was determined as 250.825 kN/M3.When compared with the safe Safe/allowable bearing capacity of Soft rock 440kN/M3, the bearing capacity of soil is too low indicating high chance of collapsible soil.…”
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414
The Role of Microfabric and Laminae on Pore Structure and Gas Transport Pathways of Marine Shales from Sichuan Basin, China
Published 2020-01-01“…Samples rich in oriented clay flakes and microlaminated fabric have relatively larger permeability and permeability anisotropy values. …”
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415
Determinación de la absorción de agua de una pieza termoplástica modular impresa = Determination of water absorption of a printed modular thermoplastic part
Published 2022-12-01“…Part 21: Determination of water absorption of baked clay and silico-limestone masonry parts by cold water absorption. …”
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416
Remediation technologies for oil contaminated soil
Published 2021-07-01“…Clay will be incorporated with metal ions and with hydrophobic groups to enhance light absorption and oil-clay interaction, respectively. …”
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417
Effect of colloidal particle size on physicochemical properties and aggregation behaviors of two alkaline soils
Published 2025-01-01“…The organic and inorganic carbon contents, clay mineralogy and surface electrochemical properties, including surface functional groups and zeta potentials, were characterized. …”
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418
Overconsolidation Characteristics of Silt Layer in the Guangdong-Hong Kong-Macao Greater Bay Area
Published 2022-01-01“…Based on a series of systematic consolidation tests conducted on reconstituted soft clay in different cities of the Guangdong-Hong Kong-Macao Greater Bay Area, the overconsolidation behavior of soft clay under different depths was studied. …”
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419
Seepage Behavior of an Inclined Wall Earth Dam under Fluctuating Drought and Flood Conditions
Published 2018-01-01“…The results show that after drought, the permeability coefficient of clay with low crack development was smaller than that of the saturated permeability, but for cracked areas, with high permeability, permeability coefficients were much larger than those of the saturated permeability. …”
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420
Experimental Study on the Feasibility of Using Water Glass and Aluminum Sulfate to Treat Complications in High Liquid Limit Soil Subgrade
Published 2015-01-01“…Compared with untreated soil, the clay content of the improved soil decreases, while the silt and coarse contents increase. …”
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