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September 1, 1971Journal of the Soil Mechanics and Foundations Division

Simplified Procedure for Evaluating Soil Liquefaction Potential

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Authors

HSH. Bolton SeedCalifornia Department of TransportationIIIzzat M. IdrissUniversity of California System

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Overview

Field data analysis demonstrates reliable evaluation of earthquake-induced liquefaction in sand deposits, indicating a robust framework for site safety.

Key Points

  • To identify key factors influencing the liquefaction potential of sand during earthquakes and establish a simplified empirical procedure for site evaluation.
  • Compiled historical field performance data covering observed instances of liquefaction and nonliquefaction in sand deposits during seismic events.
  • Developed a simplified analytical framework integrating critical soil and motion parameters, then evaluated its validity against the compiled field observations.
  • Demonstrated that the simplified procedure successfully matches past field performance, offering an empirical baseline to assess liquefaction risk in unstudied sand deposits.
  • Established that the framework can be directly supplemented with site-specific laboratory testing or ground response analyses when higher analytical precision is necessary.

Cite This Study

Seed et al. (1971) studied this question.

synapsesocial.com/papers/69d6e968abefa4d4d4aa824bhttps://doi.org/10.1061/jsfeaq.0001662
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Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Liquefaction Potential: Science Versus Practice1979 · 41 citations
  2. 2Assessment of Liquefaction Potential by Comparing Semi-Empirical Methods Based on the CPT Test2024 · 2 citations
  3. 3LABORATORY SHAKE TABLE STUDY ON THE LIQUEFACTION CHARACTERISTICS OF POORLY GRADED SANDS2026
  4. 4Variation in soil density of sand and peak ground acceleration to estimate liquefaction potential2025
  5. 5Experimental Study on Liquefaction Characteristics of Saturated Sand–Silt Mixtures2026