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Articles by K. Pan
Comparison of the Cyclic Liquefaction Susceptibility of Calcareous and Siliceous Sand: An Energy-Based Perspective
Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement All data that support the findings of this study are available from the corresponding author upon reasonable request. Acknowledgments The authors acknowledge the financial support of the Natural Science Foundation of China (Nos.
Efecto de la velocidad de solicitación y del contenido de fibra en la velocidad de propagación de fisura en hormigones autocompactantes reforzados con fibras de acero
IdiomacatalàDeutschEnglishespañoleuskarafrançaisgalegoitalianoportuguêsromână
Slip tolerance in the standard of bolted joints and precision of its experimental measuring
IdiomacatalàDeutschEnglishespañoleuskarafrançaisgalegoitalianoportuguêsromână
Closure to “Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai | Journal of Geotechnical and Geoenvironmental Engineering | Vol 148, No 10
Sponsored by Geotechnical Engineering
Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions
Postdoctoral Fellow, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China; formerly, Postgraduate Student, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China. Email: Postgraduate Student, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China. Email: Z. X. Yang, M.ASCE Professor, Research Center of Coastal and Urban Geotechnical Engineering, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author).
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