Probabilistic Approach to Stability Analysis of a Reinforced Concrete Retaining Wall

David Pustka

doi:10.4028/www.scientific.net/AMR.1079-1080.248

Paper Titles

Experimental Research on Improvement of Railway Subgrade Loess Fills Using Lime in Northwest China
p.226

Exploring the Traditional Adobe Dwellings in Hexi Corridor, Gansu Province
p.233

Improving the Systems of Compensation for Land Access for Mineral Exploration in China
p.237

In Northern Shaanxi Soil Nailing Wall Slope Protection Design
p.242

Probabilistic Approach to Stability Analysis of a Reinforced Concrete Retaining Wall
p.248

Research on Passive Planning and Design of Green Campus in Subtropical Region
p.252

Research on Static Load Tests of Damaged Bridge Strengthened with Pre-Stressed HFRP
p.258

Stochastic Three-Dimensional Joint Geometry Model and the Properties of REV for a Jointed Rock Mass
p.266

Studding of Geo-Seepage Mode of Large Dams Foundations with Allowance Failure Antifiltering Elements
p.272

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1079-1080Probabilistic Approach to Stability Analysis of a...

Probabilistic Approach to Stability Analysis of a Reinforced Concrete Retaining Wall

Abstract:

Rapid development of computer technologies brings possibility to exploitpowerful computers for reliability analysis of (civil) engineering structuresunder consideration of random properties of various quantities influencingtheir resulting reliabilities. Aim of this paper is to outline possibility ofutilization of computer simulation Monte Carlo to predict reliability of areinforced concrete retaining wall from the viewpoint of possible loss ofstability. One of advantages of this approach is possibility to quantifyprobability of failure allowing structural optimization leading to design ofmore effective structures.

You might also be interested in these eBooks

Civil, Materials and Computing Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1079-1080)

Pages:

248-251

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1079-1080.248

Citation:

Cite this paper

Online since:

December 2014

Authors:

David Pustka*

Keywords:

Computer, Concrete, Monte Carlo, Probability, Retaining Wall, Simulation, Stability

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] P. Marek, J. Brozetti, M. Gustar, and P. J. Tikalsky: Probabilistic Assessment of Structures using Monte Carlo simulation. 2nd ed. GLOS, s. r. o, Semily, Czech Republic, (2003).

Google Scholar

[2] J. Bilcik, L. Fillo, V. Benko, J. Halvonik: Betonove konstrukcie. Navrhovanie podla STN EN 1992-1-1. STU Bratislava, (2008), ISBN 978-80-227-2940-6.

Google Scholar

[3] R. Cajka: Analytical derivation of friction parameters for FEM calculation of the state of stress in foundation structures on undermined territories. Acta Montanistica Slovaca, Vol. 18, Issue 4, (2013), pp.254-261, ISSN: 13351788.

Google Scholar

[4] R. Cajka: Accuracy of Stress Analysis Using Numerical Integration of Elastic Half-Space, Applied Mechanics and Materials, Vol. 300-301, (2013), pp.1127-1135. Trans Tech Publications, Switzerland, ISSN: 16609336, ISBN: 978-303785651-2.

DOI: 10.4028/www.scientific.net/amm.300-301.1127

Google Scholar