A nonlinear unified hardening model for breakable siliceous mudstone coarse-grained soil under low confining pressure considering penetrating erosion
aCollege of Civil Engineering, Hunan University, Changsha, 410082, China
bKey Laboratory of Building Safety and Energy Efficiency of the Ministry of Education, Hunan University, Changsha, 410082, China
cNational International Joint Research Center for Building Safety and Environment, Hunan University, Changsha, 410082, China
dSchool of Civil and Environmental Engineering, University of Technology Sydney, Sydney, 2007, Australia
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Ling Zhang is a Professor and Doctoral Supervisor at Hunan University. She earned her Ph.D. in Civil Engineering from Hunan University in 2012. Her research focuses on innovative technologies for the treatment of special soil subgrades and the design of pile foundations in challenging and unique environments. She has led four projects funded by the National Natural Science Foundation of China (NSFC), as well as one project supported by the Hunan Provincial Excellent Young Scholars Fund. To date, she has published over 100 academic papers in core journals at home and abroad, including 42 papers indexed by SCI. Professor Zhang actively contributes to the academic community as a reviewer for several leading international journals in the field of civil and geotechnical engineering, including Geotextiles and Geomembranes, Computers and Geotechnics, ASCE's International Journal of Geomechanics, Ocean Engineering, among others.
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