**5. Conclusions**

The features of onshore seismic liquefaction are quite different from seabed liquefaction, which is more complicated and requires great attention and extensive research. In addition, mitigation strategies of novel marine foundation structures were reviewed considering their resistance of liquefaction. Based on the reviewed studies, the following conclusions can be drawn.


liquefaction-resistance performance than traditional structures and need to be further promoted in engineering design.


**Author Contributions:** Conceptualization, Y.H. and X.H.; methodology, Y.H.; investigation, X.H.; writing—original draft preparation, X.H.; writing—review and editing, Y.H. and X.H.; supervision, Y.H.; funding acquisition, Y.H. All authors have read and agreed to the published version of the manuscript.

**Funding:** This work was supported by the National Natural Science Foundation of China (Grant No. 41625011), the Program of Shanghai Academic Research Leader (Grant No.17XD1403700) and the Fundamental Research Funds for the Central Universities.

**Acknowledgments:** The authors appreciate the assistant of our group members in the discussion.

**Conflicts of Interest:** The authors declare no conflict of interest.
