يعرض 1 - 10 نتائج من 819 نتيجة بحث عن '"Granular soils"', وقت الاستعلام: 0.95s تنقيح النتائج
  1. 1
    دورية أكاديمية
    Fabric anisotropy of granular soils and its dependency on grading and particles specifications

    المؤلفون: Pegah, EhsanAff1, Aff2, Gu, XiaoqiangAff3, IDs11440024023571_cor2, Liu, Huabei

    المصدر: Acta Geotechnica. :1-15

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  2. 2
    دورية أكاديمية
    Modelling rapid non-destructive test using light weight deflectometer on granular soils across different degrees of saturation

    المؤلفون: Javad Ghorbani, Arooran Sounthararajah, Troyee Tanu Dutta, Jayantha Kodikara

    المصدر: Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 7, Pp 2732-2748 (2024)

    مصطلحات موضوعية: Granular soils, Plasticity, Finite element analysis, Contact mechanics, Modulus, Degree of saturation, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

    وصف الملف: electronic resource

    Relation: http://www.sciencedirect.com/science/article/pii/S1674775524000441; https://doaj.org/toc/1674-7755

    URL الوصول: https://doaj.org/article/369ce8023f004726b485998548af1c25

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  3. 3
    مؤتمر
    Internal Stability Assessment of Granular Soils Based on Graphical Method to Determine the Delimiting Particle Size

    المؤلفون: Dallo, Yousif A. H.

    المصدر: 2022 8th International Engineering Conference on Sustainable Technology and Development (IEC) Sustainable Technology and Development (IEC), 2022 8th International Engineering Conference on. :230-234 Feb, 2022

    Relation: 2022 8th International Engineering Conference on Sustainable Technology and Development (IEC)

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  4. 4
    دورية أكاديمية
    Effect of initial fabric anisotropy on cyclic liquefaction behavior of granular soils using discrete element method

    المؤلفون: Ajam Norouzi, Mahsa, Seyedi Hosseininia, EhsanAff1, IDs10035024013974_cor2

    المصدر: Granular Matter. 26(2)

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  5. 5
    دورية أكاديمية
    Prediction of California bearing ratio and modified proctor parameters using deep neural networks and multiple linear regression: A case study of granular soils

    المؤلفون: Rodrigo Polo-Mendoza, Jose Duque, David Mašín

    المصدر: Case Studies in Construction Materials, Vol 20, Iss , Pp e02800- (2024)

    مصطلحات موضوعية: California bearing ratio, Granular soils, Modified proctor test, Neural networks, Materials of engineering and construction. Mechanics of materials, TA401-492

    وصف الملف: electronic resource

    Relation: http://www.sciencedirect.com/science/article/pii/S2214509523009816; https://doaj.org/toc/2214-5095

    URL الوصول: https://doaj.org/article/36cec9c095544f488740d08aea172982

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  6. 6
    دورية أكاديمية
    Use of Cement Kiln Dust and Cement for Grouting of Granular Soils

    المؤلفون: Al-Aghbari, Mohammed Y., Mohamedzein, Yahia E.-A.Aff1, IDs122050230508z_cor2

    المصدر: KSCE Journal of Civil Engineering. 27(6):2455-2462

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  7. 7
    دورية أكاديمية
    Capability of discrete element method to investigate the macro-micro mechanical behaviours of granular soils considering different stress conditions and morphological gene mutation

    المؤلفون: Wei Xiong, Jianfeng Wang, Zhuang Cheng

    المصدر: Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 10, Pp 2731-2745 (2023)

    مصطلحات موضوعية: Discrete element method (DEM), Spherical harmonic-based principal component analysis (SH-PCA), Particle morphology, Granular soils, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, TA703-712

    وصف الملف: electronic resource

    Relation: http://www.sciencedirect.com/science/article/pii/S1674775523000045; https://doaj.org/toc/1674-7755

    URL الوصول: https://doaj.org/article/b431fa837bbb4802ba581f656719b191

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  8. 8
    دورية أكاديمية
    Density-Dependent Pore Water Pressure Evolution in a Simplified Cyclic Shear Test

    المؤلفون: Baćić, BožanaAff1, IDs40891023004694_cor1, Herle, Ivo

    المصدر: International Journal of Geosynthetics and Ground Engineering. 9(4)

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  9. 9
    دورية أكاديمية
    A state-dependent hyperelastic-plastic constitutive model considering shear-induced particle breakage in granular soils

    المؤلفون: Irani, NazaninAff1, Aff2, IDs1144002201636z_cor1, Lashkari, Ali, Tafili, Merita, Wichtmann, Torsten

    المصدر: Acta Geotechnica. 17(11):5275-5298

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  10. 10
    دورية أكاديمية
    Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept

    المؤلفون: Shi, X. S., Zeng, Yiwen, Shi, Congde, Ma, Zhanguo, Chen, WenboAff3, IDs1144002201484x_cor5

    المصدر: Acta Geotechnica. 17(9):3839-3854

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