Assessment of the Probability of Exceeding the Limiting Deformations of a Building Foundation
By:
References
Ahmed, A. – Soubra, A.-H. (2014). Probabilistic analysis at the serviceability limit state of two neighbouring strip footing resting on a spatially random soil. Structural safety, Vol. 49, pp.2-9. DOI: 10.1016/j.strusafe.2013.08.001Beacher, G.B. – Cristian, J.T. (2003) Reliability and statistics in geotechnical Engineering. New York, John Wiley. 619 pp. ISBN 0-471-49833-5Bogusz, W. (2019) Risk management for tunnelling-induced deformations in relation to the Eurocodes. Tunnels and Underground Cities: Engineering and Innovation Meet Archaeology, Architecture and Art, pp. 5390-5398. ISBN 978-1-138-38865-9Bogusz, W. – Godlewski, T. (2017). Geotechnical interaction in underground space – theory and practice. Proc. Of the 13th Intern. Conf. on Undergr. Infr. of Urban Areas, pp. 19-31, Wrocław: CRC Press.Bond, A.J. (2011). A procedure for determining the characteristic value of a geotechnical parameter . Proc. of the 3rd Intern. Symposium on Geotechnical Safety and Risk (ISGSR2011). Munich, Germany. pp. 419-426.Bugrov, A.K. – Shilin, V.G. (2003). Determination of probabilistic characteristics of active soil pressure by Monte-Carlo method. Reconstruction of Cities and Geotechnical Construction, No. 5. pp. 92-94.http://www.georeconstruction.net/journals/05/12/12.htm Calgaro, J.-A. – Gulvanessian, H. (2001). Management of reliability and risk in the Eurocode System . IABSE International Conference on “Safety, Risk and Reliability – Trends in Engineering”, Malta. pp. 1-6.Calgaro, J.-A. (2011). Safety philosophy of Eurocodes . ISGSR 2011. Vogt, Schuppener, Straub & Bräu (eds.). Bundesanstalt für Wasserbau. pp. 29-36. ISBN 978-3-939230-01-4Chalermyanont, T. – Benson, C.H. (2004). Reliability-based design for internal stability of mechanically stabilized earth walls. Journal of Geotechnical and Geoenvironmental Engineering, 128(5), pp. 381-390 DOI: 10.1061/(ASCE)1090-0241(2004)130:2(163)Cherubini, C. (2007). Shallow Foundation Reliability Design. Proc. of the 1st Intern. Symposium on Geotechnical Safety and Risk. China, Shanghai, pp. 71-90.CEN (2003) EN 1990:2002 Eurocode. Basis of structural design. European Committee for Standartization, Brussels. 87 pp.CEN (2018) Eurocode: Basis of structural and geotechnical design (fin. draft, 2018-05-09).CEN (2018) Eurocode 7: Geotechnical design – Part 1: General rules (fin. draft, 2018-05-04).CEN (2022) prEN 1997-1 Eurocode 7: Geotechnical design - Part 1: General rules. 105 pp.DBN V.2.1-10:2018. State building regulation “Bases and foundation of buildings and structures” (in Ukrainian), Kyiv, 2018, 36 pp.Ermolaev, N.N. – Mikheev, V.V. Reliability of Structural Bases (1976). Publishing House of Civil Engineering. 151 pp.Faber, M.N. – S ø rensen, J.D. (2003). Reliability based code calibration: The JCSS approach. In A. D. Kiureghian, S. Madanat, & J. M. Pestana (Eds.). Proceedings of ICASP9, 9th International Conference on Applications of Statistics and Probability in Civil Engineering, Vol. 2, San Francisco, USA, pp. 927-935.https://vbn.aau.dk/en/publications/reliability-based-code-calibration-the-jcss-approach Fenton, G.A. (1997) Probabilistic Methods in Geotechnical Engineering. Utah. 96 pp.Fenton, G. A. – Griffits, D. V. (2002) Probabilistic foundation settlement on spatially random soil. Journal of Geotechnical and Geoenvironmental Engineering, 128(5), pp. 381-390Fenton, G. A. – Griffits, D. V. (2003) Bearing-capacity prediction of spatially random c-soils. Canadian Geotechnical Journal, 40(1), pp. 54-65Fenton, G. A. – Griffits, D. V. (2008) Risk Assessment in Geotechnical Engineering. John Wiley & Sons, Inc., 455 pp.Fishman, G.S. (1995) Monte Carlo: Concepts, Algorithms, Application. Springer-Verlag, New York. 722 pp. ISBN 0-387-94527-X.Harr, M.E. (1996) Reliability-Based Design in Civil Engineering. Dover Publications, Inc., Mineola, New York. 291 pp. ISBN 10: 0486694291, ISBN 13: 9780486694290Harvey, E. – Wahls, F. (1981) Tolerable Settlement of Buildings . Journal of the Geotechnical Engineering Division. Vol. 107, No. 11. DOI: 10.1061/AJGEB6.0001204Honjo, Y. (2011) Challenges in Geotechnical Reliability Based Design Proc. of the 3rd Intern. Symposium on Geotechnical Safety and Risk (ISGSR2011). Munich, Germany. pp. 11-27. ISBN 978-3-939230-01-4ISO 2394:2015 General principles on reliability for structures. (2015) Geneva, Switzerland. 111 pp.Misra, A. – Roberts, L.A. – Levorson, S.M. (2007) Reliability analysis of drilled shaft behaviour using finite difference method and Monte Carlo simulation. Geotechnical and Geological Engineering, 25 (1), pp. 65-77. DOI:10.1007/s10706-006-0007-2Misra, A. – Roberts, L.A. (2009) Service limit state resistance factors for drilled shafts. Géotechnique 59, No.1, pp. 53-61 DOI: 10.1680/geot.2008.3605Pereia, C. – Caldeira, L. (2011) Shallow Foundation Design through Probabilistic and Deterministic. Proc. of the 3rd Intern. Symposium on Geotechnical Safety and Risk (ISGSR2011). Munich, Germany. pp. 199-207. ISBN 978-3-939230-01-4Phoon, K. – Kulhawy, F. (1999) Characterization of geotechnical variability. Canadian Geotechnical Journal, Vol. 36, No. 4, pp. 612-624. DOI: 10.1139/t99-038Phoon, K. (2017) Role of reliability calculations in geotechnical design . Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Vol. 11, No. 1, pp. 4-21 DOI: 10.1080/17499518.2016.1265653Roberts, L.A. – Mistra, A. (2007) Reliability-Based Design of Shallow Foundations Based on Elastic Settlement. Proc. of the 1st Intern. Symposium on Geotechnical Safety and Risk. China, Shanghai, pp. 471-483.Probabilistic Model Code (2001) Part I – Basic of Design. ISBN 978-3-909386-79-6. 62 pp.Schuppener, B. (2011) Reliability Theory and Safety in German Geotechnical Design . Paper presented at the third international symposium on Geotechnical Safety & Risk, Federal Waterways Engineering and Research Institute, Germany, pp. 527-536.Shahin, M.A. – Cheung E.M. (2011) Probabilistic Analysis of Bearing Capacity of Strip Footings. Proc. of the 3rd Intern. Symposium on Geotechnical Safety and Risk (ISGSR2011). Munich, Germany. pp. 225-230. ISBN 978-3-939230-01-4Skempton, A.W. – McDonald, D. H. (1956) The Allowable Settlements of Buildings. Proceeding of the Institution of Civil Engineers, Vol. 5, No. 6, Part 1, pp. 727-768.Vu, T. – Loehr, E. – Smith D. (2018) Probabilistic analysis and resistance factor calibration for deep foundation design using Monte Carlo simulation. Helion, Elsevier. Vol. 4, No. 8, pp. 1-18. DOI: 10.1016/j.heliyon.2018.e00727Won J.Y. (2009). A probabilistic approach to estimate one-dimensional consolidation settlements. Proc. of the 17th Intern. Conf. on Soil Mechanics and Geotechnical Engineering. – Alexandria, Egypt. pp. 2012-2015. DOI: 10.3233/978-1-60750-031-5-2012Zhang, L.M. – Ng, M.Y.A (2005) Probabilistic limiting tolerable displacements for serviceability limit state design of foundations. Géo-technique 55(2), pp. 151-162. DOI: 10.1680/geot.2005.55.2-151Zhang, L.M. – Ng, M.Y.A (2007) Limiting tolerable displacements and angular distortion for building foundations. Geotechnical Special Publication, No. 170. DOI: 10.1061/40914(233)18
Language: English
Page range: 34 - 42
Published on: Sep 28, 2023
Published by: Slovak University of Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 times per year
Related subjects:
© 2023 Oksana Kichaieva, Dietmar Adam, published by Slovak University of Technology
This work is licensed under the Creative Commons Attribution 4.0 License.