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The most important element is the characterization of geotechnical variability.
A major source of uncertainty in civil engineering projects arises from the geological and geotechnical variability at the project site.
Contrary to the conventional approaches that rely on individual expert's opinion or data from past projects, the proposed approach allows site-specific assessments of the intrinsic geotechnical variability through geostatistical techniques.
The prime objective was to spatially model the geotechnical variability and to derive the loading factors along with recognition of the distinctive spatial geotechnical zones in terms of their likelihood of occurrence.
Determine geotechnical variability (SD and CoV) for directly-measured and directly-related soil properties using Eqs.
The transformation error values shown in Tables 7 and 8 can be incorporated in the following framework to deduce the overall geotechnical variability: 1. Determine geotechnical variability (SD and CoV) for directly-measured and directly-related soil properties using Eqs.
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Framework for incorporating different geotechnical variabilities using rule-based uncertainty expression was introduced.
Phoon et al. [25] proposed a second-moment probabilistic approach (SMP) to characterize different geotechnical variabilities.
The results of the geotechnical variabilities are in a good agreement with the literature values especially for the overall variability.
The stability conditions of quarry waste are difficult to assess, owing to its textural, geotechnical and hydrogeological variability.
The complexity of geotechnical engineering and variability in construction circumstances of large extra caissons make the problem of maintaining appropriate sink attitude quite difficult, especially in keeping sink uniformity and achieving the expected final sink depth.
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