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EXPERIMENTAL RESEARCH OF PROCESSING OF DUMP SAND-CLAY MIXES BY THE CENTRIFUGAL AND SHOCK CRUSHING
Published 2016-01-01Subjects: “…dump sandy-clay mixes, centrifugal and shock crushing, additives in sandy-clay mixes, mineral powder for asphalt concrete mixes…”
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122
Numerical Study on the Behavior of Square Stiffened Caissons Penetrating into Normally Consolidated Clay
Published 2021-01-01“…This paper describes an extensive investigation of square stiffened caisson penetration in nonhomogeneous clays undertaken through large deformation FE (LDFE) analysis to identify the soil flow mechanisms around and between lateral ring stiffeners. …”
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123
Temporal-Spatial Characteristics of Ground and Pile Responses to Twin Shield Tunneling in Clays
Published 2021-01-01“…This paper investigates the temporal-spatial characteristics of ground displacements as well as vertical and horizontal displacements and axial forces in existing piles induced by twin shield tunneling in clays. To that end, a case study and three-dimensional (3D) finite element (FE) analysis were performed. …”
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124
Heat Transport and Water Permeability during Cracking of the Landfill Compacted Clay Cover
Published 2015-01-01“…The heat-moisture transport through the compacted clay was observed in laboratory. The hydraulic conductivity of cracked clay under wetting-drying cycles was also investigated. …”
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125
Assessing the Effect of Plastic Granules on Mechanical Properties of Clay Soil for Road Subgrade.
Published 2023“…As these materials are non-biodegradable, they have considerable life and huge potential in providing solutions to complex engineering problems. Clay soil was classified as CH or A- 7-6(16)in accordance with Unified Soil Classification System and AASHTO on a plasticity chart. …”
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126
Using Local Earthenware Clay to Create Water Filtration Pots in Kabale Town.
Published 2024Subjects: “…Local Earthenware Clay…”
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127
Effect of Basalt Fiber on Static and Dynamic Mechanical Properties of Metakaolin-Based Cement Clay
Published 2020-01-01“…The basalt fiber could decrease the porosity of cement clay; moreover, the reinforcement mechanism of metakaolin and basalt fiber to cement clay was analyzed based on the SEM test results.…”
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128
Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents
Published 2016-01-01“…The initial water content has a significant effect on the compression behaviour of reconstituted clays. This effect has to be considered in the Liu-Carter model to ensure the addition voids ratio only related to soil structure. …”
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129
Preparation of PEO/Clay Nanocomposites Using Organoclay Produced via Micellar Adsorption of CTAB
Published 2012-01-01“…By considering the aggregation number of CTAB micelles and interlayer distances of organo-clay, it could be suggested that the predominant micelle geometry at lower CTAB/clay ratios is an ellipsoidal oblate, whereas, at higher CTAB/clay ratios, sphere-ellipsoid transition occurs. …”
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130
Efficiency of Rice Husk Ash as Cementitious Material in High-Strength Cement-Admixed Clay
Published 2018-01-01“…A series of unconfined compression tests on cement-RHA-stabilized clay are conducted to investigate the influence of RHA on the mixture properties. …”
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131
Improving the Strength Properties of Kaolinite Type Clays Using Melamine Formaldehyde Liquid Polymer
Published 2018-06-01“…In this study, the effects of liquid melamine formaldehyde polymer on the strength properties of kaolinite type clay were investigated. The changes in compressive strength values were evaluated by adding liquid melamine formaldehyde polymer into the kaolinite specimens compacted at previously determined optimum water content value. …”
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132
Study on the Relationship between Chlorite Clay Film Diagenesis and Sedimentary Facies in Reservoir Sandstones
Published 2022-01-01“…It is controversial whether the chlorite clay film is one of the main controlling factors of high quality sandstone reservoirs in this area. …”
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133
Simultaneous Electrochemical Detection of Pb and Cd by Carbon Paste Electrodes Modified by Activated Clay
Published 2022-01-01“…Calcinated and acidified clay modified carbon graphite electrode was deployed in the simultaneous evaluation of traces of Pb2+ and Cd2+ in solution. …”
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134
Effect of Crushed Glass Cullet Sizes on Physical and Mechanical Properties of Red Clay Bricks
Published 2016-01-01“….% and variable particle size (<500, <300, and <212 μm), into clay mixtures for the handmade brick manufacturing process. …”
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135
Physicochemical Study of Photocatalytic Activity of TiO2 Supported Palygorskite Clay Mineral
Published 2013-01-01“…This study deals with the influence of physicochemical parameters, namely, the photocatalyst loading, dye concentration, and pH of polluted solutions, on the degradation efficiency of Orange G (OG) solutions containing TiO2 nanoparticles supported on palygorskite clay mineral (TiO2-Pal). The TiO2 photocatalyst attached to natural palygorskite fibers was elaborated by colloidal sol-gel route. …”
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136
Elastoplastical Analysis of the Interface between Clay and Concrete Incorporating the Effect of the Normal Stress History
Published 2013-01-01“…Through large shear tests on the interface between clay and concrete, it can be concluded that the normal stress history significantly influences the shear behaviour of the interface. …”
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137
Analysis of the Stability of Reinforced Plastic Waste Treated Clay as Embankment Fill on Soft Soils
Published 2022-01-01“…Plastic wastes are used to stabilize the locally found weak clay. The locally found weak clay soil is stabilized with plastic waste. …”
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Analysis on the Triaxial Shear Behavior and Microstructure of Cement-Stabilized Clay Reinforced with Glass Fibers
Published 2020-01-01“…The cohesion of the cement-stabilized clay reinforced with 4‰ glass fiber content is 2.8 times greater than that of the cement-stabilized clay. …”
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140
Effect of Selected Nanospheres on the Mechanical Strength of Lime-Stabilized High-Plasticity Clay Soils
Published 2019-01-01“…Thus, the following paper investigates the effect of nanospheres, including nanosilica (nano-SiO2) and nano zinc oxide (nano-ZnO), on lime-stabilized high-plasticity clay soil. For this purpose, unconfined compressive strength (UCS) and California bearing ratio (CBR) tests were performed on samples. …”
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