Learning of dynamic soil behavior from downhole arrays

Chi Chin Tsai, Youssef M A Hashash

Research output: Contribution to journalArticlepeer-review

Abstract

An increasing number of downhole arrays are deployed to measure motions at the ground surface and within the soil profile. Measurements from these arrays provide an opportunity to improve site response models and to better understand underlying dynamic soil behavior. Parametric inverse analysis approaches have been used to identify constitutive model parameters to achieve a better match with field observations. However, they are limited by the selected material model. Nonparametric inverse analysis approaches identify averaged soil behavior between measurement locations. A novel inverse analysis framework, self-learning simulations (SelfSim), is employed to reproduce the measured downhole array response while extracting the underlying soil behavior of individual soil layers unconstrained by prior assumptions of soil behavior. SelfSim is successfully applied to recordings from Lotung and La Cienega. The extracted soil behavior from few events can be used to reliably predict the measured response for other events. The field extracted soil behavior shows dependencies of shear modulus and damping on cyclic shear strain level, number of loading cycles, and strain rate that are similar qualitatively to those reported from laboratory studies but differ quantitatively.

Original languageEnglish (US)
Pages (from-to)745-757
Number of pages13
JournalJournal of Geotechnical and Geoenvironmental Engineering
Volume135
Issue number6
DOIs
StatePublished - Jan 1 2009

Keywords

  • Dynamic properties
  • Neural netwoks
  • Shear modulus
  • Shear strain

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Environmental Science(all)

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