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A platform for research: civil engineering, architecture and urbanism
Effect of loading frequency and cyclic stress ratio on undrained cyclic behaviors of clay-structure interface with various overconsolidation ratios
https://orcid.org/0000-0003-1035-3873
https://orcid.org/0009-0004-6731-0625
Effect of loading frequency and cyclic stress ratio on undrained cyclic behaviors of clay-structure interface with various overconsolidation ratios
https://orcid.org/0000-0003-1035-3873
https://orcid.org/0009-0004-6731-0625
Effect of loading frequency and cyclic stress ratio on undrained cyclic behaviors of clay-structure interface with various overconsolidation ratios
https://orcid.org/0000-0003-1035-3873
https://orcid.org/0009-0004-6731-0625
Effect of loading frequency and cyclic stress ratio on undrained cyclic behaviors of clay-structure interface with various overconsolidation ratios
Soil Dynamics and Earthquake Engineering
Liu, Shi-ao (author) / Liao, Chencong (author) / Lin, Wenxing (author) / Chen, Jinjian (author) / Xia, Xiaohe (author)
2024-08-01
Article (Journal)
Electronic Resource
English
Effective stress response of clay to undrained cyclic loading
| British Library Online Contents | 1994
Effective stress response of clay to undrained cyclic loading
| Online Contents | 1994
Post-Cyclic Undrained Behavior of Compacted Composite Clay Subjected to Various Cyclic Loading Paths
| British Library Online Contents | 2011