Probabilistic prediction of pore pressure-induced settlement for isotropically and anisotropically consolidated deposits.

Achintya Haldar, S. Chern

Research output: Contribution to journalArticle

Abstract

Probabilistic models are proposed to estimate pore pressure-induced settlement of both isotropically and anisotropically consolidated saturated sand deposits subjected to earthquake loadings. Field observations during earthquake loadings are used to develop the basic numerical model for isotropic soils, while experimental laboratory results are used for anisotropic soils. -Authors

Original languageEnglish (US)
Pages (from-to)9-22
Number of pages14
JournalGeologia Applicata e Idrogeologia
Volume21
Issue number3
StatePublished - 1986
Externally publishedYes

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pore pressure
earthquake
prediction
soil
sand
laboratory

ASJC Scopus subject areas

  • Earth and Planetary Sciences(all)
  • Environmental Science(all)

Cite this

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abstract = "Probabilistic models are proposed to estimate pore pressure-induced settlement of both isotropically and anisotropically consolidated saturated sand deposits subjected to earthquake loadings. Field observations during earthquake loadings are used to develop the basic numerical model for isotropic soils, while experimental laboratory results are used for anisotropic soils. -Authors",
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AU - Chern, S.

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AB - Probabilistic models are proposed to estimate pore pressure-induced settlement of both isotropically and anisotropically consolidated saturated sand deposits subjected to earthquake loadings. Field observations during earthquake loadings are used to develop the basic numerical model for isotropic soils, while experimental laboratory results are used for anisotropic soils. -Authors

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