研究论文
A novel creep-damage constitutive model of clay–gravel composite considering the effect of water content and saturation-undersaturation cycles and its engineering application
Zhenhua Zhang, Mingliang Chen, Jixun Zhang, Banglu Xi, Jiaqiang Yang
Hefei University of Technology
来源Bulletin of Engineering Geology and the Environment
年份2024
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学术脉络
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工程Geotechnical Engineering and Analysis
Landslides and related hazards · Geotechnical Engineering and Underground Structures
参考文献 37
Unexpected Excessive Settlements: Kansai International Airport, Japan
被引 16Alexander M. Puzrin, Eduardo Alonso Pérez de Ágreda, Núria M. Pinyol · 2010
General Stress-Strain-Time Function for Soils
被引 357Awtar Singh, James K. Mitchell · Journal of the Soil Mechanics and Foundations Division · 1968
Creep of Soils and Related Phenomena
被引 72Developments in geotechnical engineering · 1992
此处列出前 3 条
引用本文 3
A nonlinear creep constitutive model of rock based on the law of conservation of energy
被引 6Wenbo Liu, Shuguang Zhang, Dipeng Zhu · Physics of Fluids · 2025
Microstructural and UCS behavior of clay soils stabilized with hybrid nano-enhanced additives
被引 1Nagihan Doğan, Müge Elif Fırat · REVIEWS ON ADVANCED MATERIALS SCIENCE · 2026
Calculation of fill foundation deformation based on a modified unsaturated soil constitutive model
被引 0Xiaohui Yang, Zhizhong Zhao, Nan Guo · Journal of Mountain Science · 2026
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