4.7 Article

A generalised severity number to predict liquefaction damage with lateral spreading

Related references

Note: Only part of the references are listed.
Article Engineering, Geological

A simplified vulnerability model for the extensive liquefaction risk assessment of buildings

Luca Paolella et al.

Summary: The translation discusses the quantitative assessment of natural risks and its importance in protecting communities, disaster mitigation, and urban planning. It emphasizes the need to comprehensively evaluate different factors, construct predictive models, study the vulnerability of buildings, propose chain methods, and improve the accuracy of predictions.

BULLETIN OF EARTHQUAKE ENGINEERING (2021)

Article Engineering, Geological

Site classification using equivalent soil profiles for building-liquefaction interaction

Maxim Millen et al.

Summary: This study investigates the seismic behavior of buildings on liquefiable deposits, identifying key parameters influencing surface shaking and foundation settlements, and introducing the concept of an 'equivalent soil profile' to simplify dynamic response. The findings can be applied to regional loss assessment and analyze the impact of liquefiable layer characteristics on foundation permanent deformation.

BULLETIN OF EARTHQUAKE ENGINEERING (2021)

Article Chemistry, Multidisciplinary

Factors That Affect Liquefaction-Induced Lateral Spreading in Large Subduction Earthquakes

William Araujo et al.

APPLIED SCIENCES-BASEL (2020)

Article Engineering, Geological

System response of liquefiable deposits

Misko Cubrinovski et al.

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2019)

Article Engineering, Geological

Site Response in a Layered Liquefiable Deposit: Evaluation of Different Numerical Tools and Methodologies with Centrifuge Experimental Results

Jenny Ramirez et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2018)

Article Engineering, Geological

CPT-Based Liquefaction Triggering Procedure

Ross W. Boulanger et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2016)

Article Engineering, Geological

Moving towards an improved index for assessing liquefaction hazard: Lessons from historical data

Brett W. Maurer et al.

SOILS AND FOUNDATIONS (2015)

Article Engineering, Civil

Assessment of Liquefaction-Induced Land Damage for Residential Christchurch

S. van Ballegooy et al.

EARTHQUAKE SPECTRA (2014)

Article Engineering, Geological

Evaluation of the Liquefaction Potential Index for Assessing Liquefaction Hazard in Christchurch, New Zealand

Brett W. Maurer et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2014)

Article Engineering, Geological

Procedure for the Empirical Evaluation of Lateral Spread Displacement Hazard Curves

Kevin W. Franke et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2014)

Article Geology

Lateral spreading and its impacts in urban areas in the 2010-2011 Christchurch earthquakes

M. Cubrinovski et al.

NEW ZEALAND JOURNAL OF GEOLOGY AND GEOPHYSICS (2012)

Article Computer Science, Interdisciplinary Applications

On the efficiency and predictability of strain energy for the evaluation of liquefaction potential: A numerical study

Y. Jafarian et al.

COMPUTERS AND GEOTECHNICS (2011)

Article Engineering, Geological

Interpretation of cone penetration tests - a unified approach

P. K. Robertson

CANADIAN GEOTECHNICAL JOURNAL (2009)

Review Engineering, Geological

CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential

R. E. S. Moss et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2006)

Article Engineering, Geological

Estimating liquefaction-induced lateral displacements using the standard penetration test or cone penetration test

G Zhang et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2004)

Article Engineering, Mechanical

Simple plasticity sand model accounting for fabric change effects

YF Dafalias et al.

JOURNAL OF ENGINEERING MECHANICS (2004)

Article Engineering, Geological

A study of the liquefaction risk potential at Yuanlin, Taiwan

DH Lee et al.

ENGINEERING GEOLOGY (2004)

Article Engineering, Geological

Liquefaction potential index: Field assessment

S Toprak et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2003)

Article Engineering, Geological

Estimating liquefaction-induced ground settlements from CPT for level ground

G Zhang et al.

CANADIAN GEOTECHNICAL JOURNAL (2002)

Article Geochemistry & Geophysics

New empirical relationships between magnitude and distance for liquefaction

P Galli

TECTONOPHYSICS (2000)