دورية أكاديمية

Wave propagation approach for elastic transient responses of transversely isotropic asphalt pavement under an impact load : a semianalytical solution

التفاصيل البيبلوغرافية
العنوان: Wave propagation approach for elastic transient responses of transversely isotropic asphalt pavement under an impact load : a semianalytical solution
المؤلفون: Dong, Z, Quan, W, Ma, X, Cao, L, Zhang, H, Leng, Z
المساهمون: Department of Civil and Environmental Engineering
بيانات النشر: American Society of Civil Engineers
سنة النشر: 2023
المجموعة: Hong Kong Polytechnic University: PolyU Institutional Repository (PolyU IR)
مصطلحات موضوعية: Asphalt pavement, Dynamic responses, Impact load, Transversely isotropic, Wave propagation approach
الوصف: 202303 bcfc ; Accepted Manuscript ; Others ; National Key R&D Program of China; National Natural Science Foundation of China; Province in Heilongjiang Outstanding Youth Science Fund ; Published ; Green (AAM)
نوع الوثيقة: article in journal/newspaper
اللغة: English
تدمد: 2573-5438
العلاقة: http://hdl.handle.net/10397/97998Test; 147; 2-s2.0-85105289594; 4021021; CEE-0187
DOI: 10.1061/JPEODX.0000271
الإتاحة: https://doi.org/10.1061/JPEODX.0000271Test
http://hdl.handle.net/10397/97998Test
حقوق: © 2021 American Society of Civil Engineers. ; This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://doi.org/10.1061/JPEODX.0000271Test.
رقم الانضمام: edsbas.39575866
قاعدة البيانات: BASE
الوصف
تدمد:25735438
DOI:10.1061/JPEODX.0000271