Open AccessChoosing approximation function for the model of settlement load curve, in static load test for precast concrete piles
Author(s) -
Z. Meyer,
Grzegorz Szmechel
Publication year - 2013
Publication title -
budownictwo i architektura
Language(s) - English
Resource type - Journals
eISSN - 1899-0665
pISSN - 2544-3275
DOI - 10.35784/bud-arch.1996
Subject(s) - precast concrete , constant (computer programming) , settlement (finance) , function (biology) , mathematics , work (physics) , load testing , mathematical analysis , geotechnical engineering , structural engineering , computer science , engineering , mechanical engineering , evolutionary biology , world wide web , payment , biology , programming language
The main aim of the work is to define better correlation between parameters of Meyer- Kowalów equation [7,8] with the use of mathematical experiments and statistical tests. So far the research has shown that correlation between particular factors are different than common assumed. It was necessary to check non linear correlations between C-constant and k. A certain constant and starting data were assumed in the theoretical model applied to the paper. As a result of the mathematical experiments, the best fit proposal of estimation C and equation representingk=k(Ngr)was formulated.