Geometric reliability analysis for piles


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Documentation for package ‘PileBetaGR’ version 4.3.2

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PileBetaGR-package PileBetaGR-package
CFGRegParsSF Regression parameters for the load versus settlement curves of the CFG pile
CurveCFGQpssAP Load displacement data for each test at the site AP by Wu and Xin 2019
CurveCFGQpssBP Load displacement data for each test at the site BP by Wu and Xin 2019
CurveCFGQpssCP Load displacement data for each test at the site CP by Wu and Xin 2019
CurveCFGQpssDP Load displacement data for each test at the site DP by Wu and Xin 2019
CurveCFGQpssEP Load displacement data for each test at the site EP by Wu and Xin 2019
CurveCFGQpssFP Load displacement data for each test at the site FP by Wu and Xin 2019
CurveGEQpssA1 Load displacement data for each test at the site A1 by Park etal 2012
CurveGEQpssA2 Load displacement data for each test at the site A2 by Park etal 2012
CurveGEQpssB1 Load displacement data for each test at the site B1 by Prakoso 2016
CurveGEQpssB2 Load displacement data for each test at the site B2 by Prakoso 2016
CurveGEQpssB3 Load displacement data for each test at the site B3 by Prakoso 2016
CurveGEQpssC1 Load displacement data for each test at the site C1 by Zhou et al 2019
CurveGEQpssC2 Load displacement data for each test at the site C2 by Zhou et al 2019
CurveGlobeQpssP01 Load displacement data for each test at the site P01 by Brandl H. 2005
CurveGlobeQpssP02 Load displacement data for each test at the site P02 by Evangelista et al 1977
CurveGlobeQpssP03 Load displacement data for each test at the site P03 by HHET 2018
CurveGlobeQpssP04 Load displacement data for each test at the site P04 by HHET 2019
CurveGlobeQpssP05 Load displacement data for each test at the site P05 by HHET 2020
CurveGlobeQpssP06 Load displacement data for each test at the site P06 by HJCT 2018
CurveGlobeQpssP07 Load displacement data for each test at the site P07 by HJCT 2019
CurveGlobeQpssP08 Load displacement data for each test at the site P08 by Karlsrud 2013
CurveGlobeQpssP09 Load displacement data for each test at the site P09 by Lu et al 2019
CurveGlobeQpssP10 Load displacement data for each test at the site P10 by Mahakhotchasenichai et al 2018
CurveGlobeQpssP11 Load displacement data for each test at the site P11 by Sun et al 2014
CurveGlobeQpssP12 Load displacement data for each test at the site P12 by Tawfik et al 2015
CurveMihalikQpssBridge Load displacement data for each test at the site Bridge by Mihalik et al 2023
CurvePSIQpssAI Load displacement data for each test at the site AI by Wu and Xin 2021
CurvePSIQpssBI Load displacement data for each test at the site BI by Wu and Xin 2021
CurvePSIQpssCI Load displacement data for each test at the site CI by Wu and Xin 2021
CurvePSIQpssDI Load displacement data for each test at the site DI by Wu and Xin 2021
CurvePSIQpssEI Load displacement data for each test at the site EI by Wu and Xin 2021
CurvePSIQpssFI Load displacement data for each test at the site FI by Wu and Xin 2021
P1P2GERegPars Regression parameters for the load versus settlement curves by Park et al. (2012), Park et al. (2012), and Zhou et al. (2019)
P1P2GlobeRegPars Regression parameters for the load versus settlement curves all site across the globe
P1P2MihalikRegPars Regression parameters for the load versus settlement curves by Mihalik et al. (2023)
PileBetaGR PileBetaGR-package
Power Law Solving of regression parameters for the power law function
PSIRegParsJTE Regression parameters for the pressure versus settlement curves of the pile-soil intermediate (PSI)
Solve critical three dimensional probability density contour Derivation of the critical two dimensional contour using the segmented searching algorithm by Dr Wu Xing Zheng
Solve critical two dimensional probability density contour Derivation of the critical two dimensional contour using the segmented searching algorithm by Dr Wu Xing Zheng
three dimensional probability density contour Construction of the three dimensional contour using inverse Nataf transformation
two dimensional probability density contour Construction of the two dimensional contour using inverse Nataf transformation