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Cyclic and creep combination effects on the long-term undrained behavior of overconsolidated clay |
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| Authors: | Han Jian Yin Zhen-Yu Dano Christophe Hicher Pierre-Yves |
| Institution: | 1.School of Materials Science and Mechanical Engineering, Beijing Technology and Business University, Beijing, 100048, China ;2.Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong ;3.3SR Laboratory, Grenoble Alpes University, UMR CNRS 5521, 38000, Grenoble, France ;4.Research Institute of Civil Engineering and Mechanics (GeM), Ecole Centrale de Nantes, UMR CNRS 6183, 44300, Nantes, France ; |
| Abstract: | Acta Geotechnica - Soft soil subjected to cyclic loading typically exhibits an increase in excess pore pressure under undrained condition which brings the soil to an overconsolidated state. Then,... |
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