Reducing Statistical Uncertainty in Elastic Settlement Analysis of Shallow Foundations Relying on Targeted Field Investigation: A Random Field Approach

Reducing Statistical Uncertainty in Elastic Settlement Analysis of Shallow Foundations Relying on Targeted Field Investigation: A Random Field Approach

The present paper deals with the practical problem of reducing statistical uncertainty in elastic settlement analysis of shallow foundations by relying on targeted field investigation with the aim of an optimal design. In a targeted field investigation, the optimal number and location of sampling po...

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Bibliographic Details
Main Authors: Panagiotis Christodoulou, Lysandros Pantelidis
Format: Article
Language:English
Published: MDPI AG 2020-01-01
Series:Geosciences
Subjects:
field investigation
random finite element method
soil sampling
probabilistic analysis
reliability analysis
settlement design
characteristic value
en 1997
load resistance factor design (lrfd)
Online Access:https://www.mdpi.com/2076-3263/10/1/20

Internet

https://www.mdpi.com/2076-3263/10/1/20

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