Random field model of soil property and analysis of variability of pile-settlement

Guang long Huang, Xiao nan Gong, Ming Xiao

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Abstract

In this paper a random field model of deformation modulus of soil is established by considering spatial variability of soil properties, and variance reduction function in vertical and radial directions is also given, then the effect of vertical and radical self-correlation distances on pile-settlement is studied and some useful results are obtained.

Original languageEnglish (US)
Pages (from-to)311-315
Number of pages5
JournalYantu Lixue/Rock and Soil Mechanics
Volume21
Issue number4
Publication statusPublished - Dec 1 2000

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All Science Journal Classification (ASJC) codes

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

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