Author:
Vahdani Mohammad,Ghazavi Mahmoud,Roustaei Mahya
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering
Reference63 articles.
1. Berg RL, G.L. G, Johnson TC. Mathematical model to correlate frost heave of pavements with laboratory predictions, Hanover, New Hampshire, 1980.
2. Mechanical behavior modeling of thaw-weakened soil;Shoop;Cold Reg Sci Technol,2008
3. Artificial ground freezing of fully saturated soil: viscoelastic behavior;Lackner;J Eng Mech,2008
4. Zhiwu ZHU, Jianguo N, Wei MA. A constitutive model of frozen soil with damage and numerical simulation for the coupled problem. 2010;53(4): 699–711.
5. Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics;Yuanming;Int J Plast,2010
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