يعرض 1 - 10 نتائج من 23 نتيجة بحث عن '"Bouri Djamel"', وقت الاستعلام: 0.95s تنقيح النتائج
  1. 1
    دورية أكاديمية
    Shear strength of compacted Chlef sand: effect of water content, fines content and others parameters

    المؤلفون: Bouri Djamel, Krim Abdallah, Brahim Abdelkader, Arab Ahmed

    المصدر: Studia Geotechnica et Mechanica, Vol 42, Iss 1, Pp 18-35 (2020)

    مصطلحات موضوعية: fines content, water content, direct shear test, friction angle, cohesion, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

    وصف الملف: electronic resource

    Relation: https://doaj.org/toc/2083-831X

    URL الوصول: https://doaj.org/article/2e39e628ca6842e9941525371d125c42

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  2. 2
    دورية أكاديمية
    Effect of Non-plastic Fines Content and Gradation on the Liquefaction Response of Chlef Sand

    المؤلفون: Krim, Abdallah, Brahimi, AbdelkaderAff2, IDs40515024003947_cor2, Bouri, Djamel Eddine, Nougar, Benali, Lamouchi, Basma, Arab, Ahmed

    المصدر: Transportation Infrastructure Geotechnology. 11(4):2638-2670

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  3. 3
    دورية أكاديمية
    Implementation of an Advanced Constitutive Models for Fine-Grained Soils

    المؤلفون: Bouri, Djamel EddineAff1, Aff2, IDs1070602302465x_cor1, Brahimi, AbdelkaderAff3, Aff4, Belhassena, Fatima Zohra, Krim, AbdallahAff3, Aff6, Arab, Ahmed, Najser, Jan, Mašín, David

    المصدر: Geotechnical and Geological Engineering: An International Journal. 41(6):3403-3425

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  4. 4
    دورية أكاديمية
    Experimental hydrodynamic study of mud sedimentation processes

    المؤلفون: Menad, KamelAff1, Aff2, IDs41207022003164_cor1, Nougar, BenaliAff1, Aff3, Brahimi, Abdelkader, Bouri, Djamel Eddine, Benessalah, Ismail, Missoum, Hanifi

    المصدر: Euro-Mediterranean Journal for Environmental Integration. 7(3):433-444

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  5. 5
    دورية أكاديمية
    Numerical and experimental study on the effect of fiber reinforcement on the shear strength and hydraulic conductivity of Chlef soil

    المؤلفون: Brahimi, AbdelkaderAff1, Aff2, IDs41062022010117_cor1, Bouri, Djamel Eddine, Boutaraa, Zohra, Nougar, Benali, Krim, Abdellah, Chemmam, Mohammed, Arab, Ahmed

    المصدر: Innovative Infrastructure Solutions. 8(1)

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  6. 6
    دورية أكاديمية
    Compression Behaviour of Chlef Sand and Transition of Fines Content Using Pressure-Dependent Maximum Void Ratios of Sand

    المؤلفون: Bouri, Djamel Eddine, Brahimi, Abdelkader, Krim, AbdallahAff1, Aff2, Arab, AhmedAff1, IDs10706021019858_cor4, Najser, Jan, Mašín, David

    المصدر: Geotechnical and Geological Engineering: An International Journal. 40(4):1675-1692

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  7. 7
    دورية أكاديمية
    Effect of plastic fine and non-plastic fine on the compressibility behavior of granular material

    المؤلفون: Nougar, BenaliAff1, Aff2, Bouri, Djamel EddineAff3, Aff4, IDs1251702210980z_cor2, Brahimi, AbdelkaderAff1, Aff5, Belhassena, Fatima Zohra, Arab, Ahmed

    المصدر: Arabian Journal of Geosciences. 15(22)

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  8. 8
    دورية أكاديمية
    Laboratory Investigation into the Effect of Fines Plasticity on the Mechanical Behavior of Sand/Fines Mixtures

    المؤلفون: Nougar, Benali, Brahimi, AbdelkaderAff1, Aff2, Bouri, Djamel Eddine, Arab, Ahmed, Benessalah, IsmailAff1

    المصدر: Transportation Infrastructure Geotechnology. 8(3):438-451

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  9. 9
    دورية أكاديمية
    Estimation of bending moment and pile displacement for soil-pile-quay wall system subjected to liquefaction induced lateral spreading

    المؤلفون: Belhassena, Fatima Zohra, Tang, Liang, Bouri, Djamel Eddine, Liu, Chunhui, Ling, Xianzhang

    المصدر: In Soil Dynamics and Earthquake Engineering December 2021 151

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  10. 10
    A laboratory study of shear strength of partially saturated sandy soil

    المؤلفون: Brahimi Abdelkader, Bouri Djamel Eddine, Arab Ahmed, Sadek Marwan, Krim Abdallah

    المساهمون: Université Ibn Khaldoun de Tiaret = University of Tiaret, Laboratoire de Génie Civil et Géo-Environnement (LGCgE) - ULR 4515 (LGCgE), Université d'Artois (UA)-Université de Lille-Ecole nationale supérieure Mines-Télécom Lille Douai (IMT Lille Douai), Institut Mines-Télécom [Paris] (IMT)-Institut Mines-Télécom [Paris] (IMT)-JUNIA (JUNIA), Université catholique de Lille (UCL)-Université catholique de Lille (UCL)

    المصدر: Geomechanics and Geoengineering
    Geomechanics and Geoengineering, 2022, 17 (3), pp.741-750. ⟨10.1080/17486025.2020.1864034⟩

    مصطلحات موضوعية: Materials science, Degree of saturation, 0211 other engineering and technologies, Liquefaction, Partially saturated, 02 engineering and technology, Geotechnical Engineering and Engineering Geology, Experimental research, [SPI]Engineering Sciences [physics], Shear strength (soil), 021105 building & construction, Relative density, Geotechnical engineering, Saturation (chemistry), Liquefaction resistance, 021101 geological & geomatics engineering

    URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8b7d26f389955501f45da20d84bb1562
    https://hal.science/hal-03929970

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