دورية أكاديمية

Influence of Particle Gradation and Penetration Velocity on Deformation Behavior of Sandy Soil Based on CPT

التفاصيل البيبلوغرافية
العنوان: Influence of Particle Gradation and Penetration Velocity on Deformation Behavior of Sandy Soil Based on CPT
المؤلفون: Cui, Jianbin, Xie, LiangfuAff1, Aff2, Aff3, IDs1070602302480y_cor2, Wang, Jianhu, Zhu, Liling, Qin, Yongjun
المصدر: Geotechnical and Geological Engineering: An International Journal. 41(6):3663-3680
قاعدة البيانات: Springer Nature Journals
الوصف
تدمد:09603182
15731529
DOI:10.1007/s10706-023-02480-y