Spatial variation of cone tip resistance for the clay site at Texas A and M University

Research output: Contribution to journalArticle

10 Citations (Scopus)

Abstract

The cone tip resistance data available for the clay site at Texas A and M University, USA (one of the National Geotechnical Experimentation Sites) are used to show how the spatial variation of a soil property can be quantified. It is suggested that the first step in quantifying the spatial variation of a soil property should be the identification or selection of the statistically homogeneous soil layers. A new simple procedure is suggested to identify statistically homogeneous layers in a soil profile. Through examples it is shown that the procedure works extremely well in identifying the statistically homogeneous layers. For the chosen statistically homogeneous layers, the spatial variation of cone tip resistance with depth is quantified in terms of a constant mean or a mean trend, variance/standard deviation/coefficient of variation or a variance around the mean trend, and a correlation or variogram function. Correlation distances in the depth direction were found to be between 0.1 and 0.5 m for the two soil layers investigated. It was shown that the correlation distance decreases in the presence of a global mean trend for the soil property. In such cases, it is important to note that a part of the correlation is automatically included in the mean trend function.

Original languageEnglish (US)
Pages (from-to)149-165
Number of pages17
JournalGeotechnical and Geological Engineering
Volume21
Issue number2
DOIs
StatePublished - 2003

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spatial variation
Cones
Clay
clay
Soils
soil properties
soil property
variogram
soil profiles
soil profile
soil
trend
soil layer

Keywords

  • Cone tip resistance
  • Correlation coefficient
  • National Geotechnical Experimentation Sites
  • Spatial variation
  • Statistical homogeneity
  • Variogram

ASJC Scopus subject areas

  • Architecture
  • Geology
  • Soil Science

Cite this

Spatial variation of cone tip resistance for the clay site at Texas A and M University. / Kulatilake, Pinnaduwa; Um, Jeong Gi.

In: Geotechnical and Geological Engineering, Vol. 21, No. 2, 2003, p. 149-165.

Research output: Contribution to journalArticle

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