Details

Title

The Soft Rock Socketed Monopile with Creep Effects – A Reliability Approach based on Wavelet Neural Networks

Journal title

Archives of Mining Sciences

Yearbook

2016

Numer

No 3

Publication authors

Divisions of PAS

Nauki o Ziemi

Publisher

Committee of Mining PAS

Date

2016

Identifier

ISSN 0860-7001

References

Ditlevsen (1979), Narrow reliability bounds for structural systems of Structural, Journal Mechanics, 7, 453. ; Majcherczyk (2012), numerical modelling of road tunnel stability The Laliki project No, Arch Min Sci, 61. ; Arangio (2012), Reliability based approach for structural design and assessment : performance criteria and indicators incurrent European codes and guidelines Lifecycle Performance Engineering Vol No, Int J, 1. ; Engelund (1992), , Experiences with experimental design schemes for failure surface estimation and reliability th Speciality Conf Probabilistic Mechanics and Structural and Geotechnical Reliability Denver, Proc, 252. ; Jakubowski (2011), Probabilistic stability analysis of a tunnel in a fracture zone No, Arch Min Sci, 405. ; Nowakowski (2012), The law of effective stress for rocks in light of results of Laboratory experiments No, Arch Min Sci, 1027. ; Tomanovic (2006), Rheological model of soft rock based on test on marl Mechanics of Time - Dependent Materials Springer, Int J, 135. ; Randolph (1981), The response of flexible piles to lateral loading, Geotechnique, 31, 247, doi.org/10.1680/geot.1981.31.2.247 ; Marquardt (1962), An Algorithm for Least - Squares Estimation of Nonlinear Parameters Related Databases of the Society for Industrial and Applied, Journal Mathematics, 11, 431. ; Kwaśniewski (2013), Recent advances in studies of the strength of rocks under true triaxial compression conditions No, Arch Min Sci, 1177. ; Bauer (2013), Influence of varying soil properties on evaluation of pile reliability under lateral loads of Civil Engineering and, Journal Management, 19, 272. ; Faravelli (1989), A response surface approach for reliability analysis Journal of the Engineering Mechanics Division, ASCE, 12, 2763. ; Reese (1975), Later al loading of deep foundation in stiff clay, Geotech Engrg Div, 101, 633. ; Torno (2012), Mathematical and fuzzy logic models in prediction of geological and geomechanical properties of rock mass by excavation data on underground works of Civil Engineering and, Journal Management, 17, 197. ; Ismael (1990), Behavior of laterally loaded bored piles in cemented sands, Geotech Eng ASCE, 116, 1678, doi.org/10.1061/(ASCE)0733-9410(1990)116:11(1678)

DOI

10.1515/amsc-2016-0041

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