يعرض 1 - 6 نتائج من 6 نتيجة بحث عن '"Cui, Peng-Lu"', وقت الاستعلام: 0.30s تنقيح النتائج
  1. 1
    Academic Journal
    Numerical Stability Analysis of Sloped Geosynthetic Encased Stone Column Composite Foundation under Embankment Based on Equivalent Method.

    المؤلفون: Peng, Bo-Cheng, Zhang, Ling, Xu, Ze-Yu, Cui, Peng-Lu, Liu, Yang-Yang

    المصدر: Buildings (2075-5309); Sep2024, Vol. 14 Issue 9, p2681, 18p

    مصطلحات موضوعية: STONE columns, COMPOSITE columns, SLOPES (Soil mechanics), TENSILE strength, EMBANKMENTS

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  2. 2
    Academic Journal
    One-dimensional non-linear rheological consolidation of clayey soils with Swartzendruber's flow law

    المؤلفون: Cui, Peng-lu, Cao, Wen-Gui, Xu, Zan, Wei, Yun-bo, Li, Huixin

    المساهمون: National Natural Science Foundation of China, Natural Science Foundation of Hunan Province

    المصدر: Computers and Geotechnics ; volume 155, page 105201 ; ISSN 0266-352X

    الاتاحة: http://dx.doi.org/10.1016/j.compgeo.2022.105201
    https://api.elsevier.com/content/article/PII:S0266352X22005389?httpAccept=text/xml
    https://api.elsevier.com/content/article/PII:S0266352X22005389?httpAccept=text/plain

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  3. 3
    Academic Journal
    Analysis of one-dimensional consolidation of fractional viscoelastic saturated soils under continuous drainage boundary conditions

    المؤلفون: Cui, Peng-lu, Cao, Wen-gui, Xu, Zan, Wei, Yun-bo, Zhang, Jia-chao

    المصدر: Journal of Central South University ; volume 29, issue 11, page 3745-3756 ; ISSN 2095-2899 2227-5223

    الاتاحة: http://dx.doi.org/10.1007/s11771-022-5194-3
    https://link.springer.com/content/pdf/10.1007/s11771-022-5194-3.pdf
    https://link.springer.com/article/10.1007/s11771-022-5194-3/fulltext.html

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  4. 4
    Academic Journal
    Analysis of one-dimensional rheological consolidation of double-layered soil with fractional derivative Merchant model and non-Darcian flow described by non-Newtonian index

    المؤلفون: Cui, Peng-lu, Liu, Zhong-yu, Zhang, Jia-chao, Fan, Zhi-cheng

    المصدر: Journal of Central South University ; volume 28, issue 1, page 284-296 ; ISSN 2095-2899 2227-5223

    الاتاحة: http://dx.doi.org/10.1007/s11771-021-4602-4
    http://link.springer.com/content/pdf/10.1007/s11771-021-4602-4.pdf
    http://link.springer.com/article/10.1007/s11771-021-4602-4/fulltext.html

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  5. 5
    Academic Journal
    One-dimensional rheological consolidation analysis considering self-weight stress and non-Darcian flow under time-dependent loading

    المؤلفون: Liu, Zhong-Yu, Zhang, Duo, Xia, Yang-Yang, Zhang, Jia-Chao, Cui, Peng-Lu

    المصدر: European Journal of Environmental and Civil Engineering ; volume 26, issue 14, page 6993-7013 ; ISSN 1964-8189 2116-7214

    الاتاحة: http://dx.doi.org/10.1080/19648189.2021.1971113
    https://www.tandfonline.com/doi/pdf/10.1080/19648189.2021.1971113

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  6. 6
    Academic Journal
    One-dimensional rheological consolidation analysis considering self-weight stress and non-Darcian flow under time-dependent loading.

    المؤلفون: Liu, Zhong-Yu, Zhang, Duo, Xia, Yang-Yang, Zhang, Jia-Chao, Cui, Peng-Lu

    المصدر: European Journal of Environmental & Civil Engineering; Nov2022, Vol. 26 Issue 14, p6993-7013, 21p

    مصطلحات موضوعية: PORE water pressure, FINITE volume method, NUMERICAL solutions to equations, GROUNDWATER, VISCOSITY


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