يعرض 1 - 10 نتائج من 6,255 نتيجة بحث عن '"TRIAXIAL TEST"', وقت الاستعلام: 1.50s تنقيح النتائج
  1. 1
    مؤتمر
    Mesoscopic Parameter Calibration of Granite Particles Based on Neural Network and Discrete Element Triaxial Numerical Simulation Test

    المؤلفون: Zhang, Lewen, Deng, Hao, Song, Zhilei, Wang, Wenhu

    المصدر: 2023 International Conference on Computer Simulation and Modeling, Information Security (CSMIS) CSMIS Computer Simulation and Modeling, Information Security (CSMIS), 2023 International Conference on. :561-565 Nov, 2023

    Relation: 2023 International Conference on Computer Simulation and Modeling, Information Security (CSMIS)

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  2. 2
    Using Repeated Light-Weight Deflectometer Test Data to Predict Flexible Pavement Responses Based on the Mechanistic-Empirical Design Method

    المؤلفون: Kuttah, Dina K, 1975

    المصدر: Construction Materials. 4(1):216-237

    مصطلحات موضوعية: resilient modulus, weight deflectometer, repeated load triaxial test, ERAPAVE, response measurements

    وصف الملف: electronic

    URL الوصول: https://urn.kb.se/resolve?urn=urn:nbn:se:vti:diva-20331
    https://doi.org/10.3390/constrmater4010012
    https://vti.diva-portal.org/smash/get/diva2:1836638/FULLTEXT01.pdf

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  3. 3
    دورية أكاديمية
    Dynamic Response of Roadbed Soil Under Various Dynamic Load Waveforms

    المؤلفون: Zhang, Xin-Sheng, Chen, Yan-Ge, He, Chang-Biao, Li, Zhen, Liao, Lei, Cheng, Yun, Sun, Yin-LeiAff1, IDs10706024028791_cor7

    المصدر: Geotechnical and Geological Engineering: An International Journal. :1-15

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  4. 4
    دورية أكاديمية
    Dynamic and Durability Characterization Of Silty-Sand Mixture Treated with Cement and Mineral Polymer

    المؤلفون: Asvar, Fariba, Barkhordari, KazemAff1, IDs40515024003787_cor2, Araei, Ata Aghaei

    المصدر: Transportation Infrastructure Geotechnology. 11(4):2568-2597

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  5. 5
    دورية أكاديمية
    Mechanical response analysis of disintegrated carbonaceous mudstone based on discrete element method

    المؤلفون: Zeng, Ling, Yu, Jiang-Ling, Wen, WeiAff2, IDs4057102300711w_cor3, Gao, Qian-Feng, Liu, Xian-Lin, Bian, Han-Bing

    المصدر: Computational Particle Mechanics. 11(4):1789-1802

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  6. 6
    دورية أكاديمية
    Stress Release and Deviatoric Stress Behavior in an Unsaturated Sand During Inundation: Experimental Investigation and Insights from Triaxial Testing

    المؤلفون: Azizi, Fatemeh, Bagherieh, Ali RezaAff1, IDs40996023013224_cor2

    المصدر: Iranian Journal of Science and Technology, Transactions of Civil Engineering. 48(4):2537-2551

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  7. 7
    دورية أكاديمية
    An investigation into dynamic behaviour of reconstituted and undisturbed fine-grained soil during triaxial and simple shear

    المؤلفون: Önalp, Akın, Özocak, Aşkın, Bol, Ertan, Sert, Sedat, Arslan, EylemAff1, IDs10518024019803_cor5, Ural, Nazile

    المصدر: Bulletin of Earthquake Engineering: Official Publication of the European Association for Earthquake Engineering. :1-20

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  8. 8
    دورية أكاديمية
    Study on the dynamic characteristics of geogrids combined with rubber particles reinforced with calcareous sand

    المؤلفون: Gao, JunliAff1, IDs1144002402368y_cor1, Zhu, Guoliang, Wang, Jiajun, Yang, Yan, Li, Yuqi

    المصدر: Acta Geotechnica. :1-17

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  9. 9
    دورية أكاديمية
    Impact of Inclined Fault and Spherical Cavity on Sandstone Failure and Acoustic Response Under Triaxial Compression

    المؤلفون: Zhao, YusongAff1, IDs1070602402860y_cor1, Lin, Zi, Ni, Anna, Lin, Chencheng

    المصدر: Geotechnical and Geological Engineering: An International Journal. :1-19

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  10. 10
    دورية أكاديمية
    Wetting deformation characteristics of soil–rock mixture considering the water-disintegration of red stratum soft rock

    المؤلفون: Li, Shiqi, Yang, ZhongpingAff1, Aff2, Aff3, IDs11440023021622_cor2, Gao, Yuhao, Liu, Hua, Liu, XinrongAff1, Aff2, Aff3, Jin, XiaoguangAff1, Aff2, Aff3

    المصدر: Acta Geotechnica. 19(7):4381-4397

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