Liquefaction assessment of cohesionless soils in the vicinity of large embankments

Lalita G. Oka, Mandar M. Dewoolkar, Scott M. Olson

Research output: Contribution to journalArticlepeer-review

Abstract

In a typical seismic dam safety evaluation, standard penetration, cone penetration, Becker penetration, or shear wave velocity (V s) tests are often first conducted near the toe of an earth dam to infer if any liquefiable soil exists in the foundation of the dam footprint. In current practice, a level-ground condition is commonly assumed when normalizing penetration resistance and V s, and may be assumed (particularly in preliminary assessments) in applying the cyclic stress method (with or without the K α correction) to evaluate liquefaction. However, the presence of an earth dam, or any other large embankment or structure, significantly alters the normal and shear stresses in the foundation. This paper identifies and quantifies potential errors in ignoring altered stresses near heavy structures, and presents a methodology to incorporate these effects within the framework of the simplified procedure. Specifically, the effects of these altered stresses (in comparison to the level-ground assumption with and without K α correction) on the: (1) normalization of field measurements such as penetration resistance and V s; (2) cyclic stress ratio (CSR); (3) cyclic resistance ratio (CRR); and (4) factor of safety against liquefaction triggering (FS liq), are evaluated by considering static and dynamic analyses of a generic earthen embankment (60m high) resting on a saturated, cohesionless foundation (30m deep). Our analyses indicated that ignoring the presence of induced static shear stresses can result in potentially unconservative errors in overburden correction factors of 30% to 60% at shallow depth (although this error is greatly muted at depths exceeding about 15m), while errors in CSR potentially can range from about 20% too conservative to 40% unconservative. Potential errors in CRR can approach 50% unconservative at shallow depths, but again, this error is muted at depths exceeding about 15m. Combining these factors, potentially unconservative errors in computing FS liq could exceed 100% at shallow depths (less than 15m to 20m) while at greater depth (exceeding 20m) errors approach 20% on the conservative side.

Original languageEnglish (US)
Pages (from-to)33-44
Number of pages12
JournalSoil Dynamics and Earthquake Engineering
Volume43
DOIs
StatePublished - Dec 2012

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Geotechnical Engineering and Engineering Geology
  • Soil Science

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