Probabilistic Liquefaction Assessment Based on an In-situ State Parameter Considering Soil Spatial Variability and Various Uncertainties

Author:

Yang HuajianORCID,Liu ZhikuiORCID,Xie Yongxiong

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference60 articles.

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3. Au SK, Cao ZJ, Wang Y (2010) Implementing advanced monte carlo simulation under spreadsheet environment. Structural Safety 32(5): 281–292, DOI: https://doi.org/10.1016/j.strusafe.2010.03.004

4. Been K, Crooks JHA, Jefferies MG (1989) Interpretation of material state from the CPT in sands and clays. In: Penetration testing in the UK. Thomas Telford Publishing, 215–218

5. Been K, Jefferies MG (1985) A state parameter for sands. Géotechnique 35(2):99–112, DOI: https://doi.org/10.1680/geot.1985.35.2.99

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