Showing 121 - 140 results of 929 for search '"clay"', query time: 0.04s Refine Results
  1. 121

    EXPERIMENTAL RESEARCH OF PROCESSING OF DUMP SAND-CLAY MIXES BY THE CENTRIFUGAL AND SHOCK CRUSHING by V. V. Vorobev, V. F. Odinochko, Y. Y. Guminskiy, K. D. Shishpor

    Published 2016-01-01
    Subjects: “…dump sandy-clay mixes, centrifugal and shock crushing, additives in sandy-clay mixes, mineral powder for asphalt concrete mixes…”
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    Article
  2. 122

    Numerical Study on the Behavior of Square Stiffened Caissons Penetrating into Normally Consolidated Clay by Wei Liu, Zhihuai Huang, Mi Zhou

    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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    Article
  3. 123

    Temporal-Spatial Characteristics of Ground and Pile Responses to Twin Shield Tunneling in Clays by Minghong Sheng, Jinjin Gao, Panpan Guo, Rihong Cao, Yixian Wang

    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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    Article
  4. 124

    Heat Transport and Water Permeability during Cracking of the Landfill Compacted Clay Cover by Haijun Lu, Jianjun Liu, Yuan Li, Yiqie Dong

    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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    Article
  5. 125

    Assessing the Effect of Plastic Granules on Mechanical Properties of Clay Soil for Road Subgrade. by Nasasira, Ezra

    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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    Thesis
  6. 126
  7. 127

    Effect of Basalt Fiber on Static and Dynamic Mechanical Properties of Metakaolin-Based Cement Clay by Kun Huang, Qinyong Ma, Dongdong Ma

    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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    Article
  8. 128

    Modified Liu-Carter Compression Model for Natural Clays with Various Initial Water Contents by Sen Qian, Jian Shi, Jian-wen Ding

    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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    Article
  9. 129

    Preparation of PEO/Clay Nanocomposites Using Organoclay Produced via Micellar Adsorption of CTAB by Ahmet Gürses, Mehtap Ejder-Korucu, Çetin Doğar

    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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    Article
  10. 130

    Efficiency of Rice Husk Ash as Cementitious Material in High-Strength Cement-Admixed Clay by Pornkasem Jongpradist, Watee Homtragoon, Raksiri Sukkarak, Warat Kongkitkul, Pitthaya Jamsawang

    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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    Article
  11. 131

    Improving the Strength Properties of Kaolinite Type Clays Using Melamine Formaldehyde Liquid Polymer by Altuğ Saygılı

    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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    Article
  12. 132

    Study on the Relationship between Chlorite Clay Film Diagenesis and Sedimentary Facies in Reservoir Sandstones by Rui Zhang, Guangsheng Qin, Minglong Nie

    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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    Article
  13. 133

    Simultaneous Electrochemical Detection of Pb and Cd by Carbon Paste Electrodes Modified by Activated Clay by Niraka Blaise, Hambate Gomdje Valéry, Raja Maallah, Mohamed Oubaouz, Bakary Tigana Djonse Justin, Edwin Andrew Ofudje, Abdelilah Chtaini

    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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    Article
  14. 134
  15. 135

    Physicochemical Study of Photocatalytic Activity of TiO2 Supported Palygorskite Clay Mineral by Lahcen Bouna, Benaissa Rhouta, Francis Maury

    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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    Article
  16. 136

    Elastoplastical Analysis of the Interface between Clay and Concrete Incorporating the Effect of the Normal Stress History by Zhao Cheng, Zhao Chunfeng, Gong Hui

    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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    Article
  17. 137

    Analysis of the Stability of Reinforced Plastic Waste Treated Clay as Embankment Fill on Soft Soils by Shelema Amena

    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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    Article
  18. 138
  19. 139

    Analysis on the Triaxial Shear Behavior and Microstructure of Cement-Stabilized Clay Reinforced with Glass Fibers by Bo Ruan, Shilong Zheng, Jidong Teng, Hui Ding, Chao Ma

    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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    Article
  20. 140

    Effect of Selected Nanospheres on the Mechanical Strength of Lime-Stabilized High-Plasticity Clay Soils by Ali Ghorbani, Hadi Hasanzadehshooiili, Mostafa Mohammadi, Fariborz Sianati, Mahdi Salimi, Lukasz Sadowski, Jacek Szymanowski

    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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    Article