1887

Abstract

We have proposed a data-driven, semi-deterministic approach to obtain laterally continuous CPT qc field, which indicates the distribution of strength in the subsoil. The variation of porosity and stress are faithfully incorporated through the laterally continuous VS field derived from the seismic data, as well as through calibration with the actual CPT data at control points. The laterally continuous section of soil strength will be useful in diverse engineering projects.

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/content/papers/10.3997/2214-4609.201402744
2006-09-04
2020-07-07
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http://instance.metastore.ingenta.com/content/papers/10.3997/2214-4609.201402744
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