학술논문
THE ASSESSMENT OF CHARACTERISTIC PILE RESISTANCE IN LIMIT STATE DESIGN.
Document Type
Article
Author
Source
Proceedings of the Institution of Civil Engineers: Geotechnical Engineering; October 1996, Vol. 119 Issue: 4 p193-201, 9p
Subject
Language
ISSN
13532618
Abstract
L 0 ET AL. However, the selection of the characteristic value can be problematic. 4. Denver and Ovesen(1994),"based on the use of Bayesian statistics, recommended a systematic and yet practical method for determining characteristic values of soil parameters such as friction angle and cohesion. Such a procedure, which requires strong prior knowledge (in the application of Bayesian statistics) or running a number of tests, may not be practical for determining characteristic pile resistance. The draft Geo-Guide 6 (1994)" suggests the use of `best-estimate' value as the characteristic value...