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- W636833348 abstract "Spatial variability of engineering properties in soil strata is inherent to the nature of soil. Spatial variability is controlled primarily by the depositional environment where high energy systems usually deposit materials with high spatial variability (e.g. alluvial gravels) and low energy systems usually deposit materials with low spatial variability (e.g. lacustrine clays). This spatial variability is generally taken into account in geotechnical design in a qualitative empirical manner through appropriately spaced borings to assess the changing subsurface conditions. There are times when quantifying the spatial variability can be useful, particularly when addressing engineered structures that cover large spatial distances. This paper addresses the need for quantifying spatial variability of soil deposits associated with levee systems in the California Bay Delta. Methods for using the CPT to quantify spatial variability as part of ongoing research into levee risk analysis are discussed. The primary goal of defining the spatial variability is to determine the level of correlation, or conversely the statistical independence, between levee segments (often called levee reaches). In risk analysis the length of a levee reach can have a large impact on the resulting probability of failure for a series system such as a levee or embankment. Quantifying the spatial variability determines what an appropriate reach" @default.
- W636833348 created "2016-06-24" @default.
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- W636833348 date "2010-01-01" @default.
- W636833348 modified "2023-09-26" @default.
- W636833348 title "Spatial Variability of Levees as Measured Using the CPT" @default.
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