A step forward towards a comprehensive framework for assessing liquefaction land damage vulnerability: Exploration from historical data-Reference-Cited by-同舟云学术

A step forward towards a comprehensive framework for assessing liquefaction land damage vulnerability: Exploration from historical data

Published:2020-12 Issue:6 Volume:14 Page:1476-1491
ISSN:2095-2430
Container-title:Frontiers of Structural and Civil Engineering
language:en
Short-container-title:Front. Struct. Civ. Eng.

Author:

Ahmad Mahmood,Tang Xiao-Wei,Qiu Jiang-Nan,Ahmad Feezan,Gu Wen-Jing

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11709-020-0670-z.pdf

Reference47 articles.

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2. Moss R E, Seed R B, Kayen R E, Stewart J P, Der K A, Cetin K O. CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(8): 1032–1051

3. Idriss I M, Boulanger R W. Soil liquefaction during earthquakes Earthquake. Oakland, CA: Earthquake Engineering Research Institute, 2008

4. Iwasaki T, Tokida K, Tatsuoka F, Watanabe S, Yasuda S, Sato H. Microzonation for soil liquefaction potential using simplified methods. In: Proceedings of the 3rd international conference on microzonation. Seattle: Wash, 1982, 1319–1330

5. Luna R, Frost J D. Spatial liquefaction analysis system. Journal of Computing in Civil Engineering, 1998, 12(1): 48–56

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