Employment of Bayesian networks for risk assessment of excavation processes in dense urban areas

Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013

Volumn , Issue , 2013, Pages 3163-3169

  Sessa, S ^a   D'Urso, M G ^b  

^a POLITECNICO DI MILANO   (Italy)

^b UNIVERSITY OF CASSINO AND SOUTHERN LAZIO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

EXCAVATION PROCESS; GEOTECHNICAL TESTS; MODELING FEATURES; MONITORING PURPOSE; QUANTITIES OF INTERESTS; SOLUTION STRATEGY; SURROUNDING BUILDINGS; SURVEY METHODOLOGY;

EMPLOYMENT; EXCAVATION; PILES; RELIABILITY; RISK ASSESSMENT; SAFETY ENGINEERING; SURVEYS;

BAYESIAN NETWORKS;

EID: 84892410479     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (28)

1. Baker, J., 2006. JCSS Probabilistic Model Code, Sec. 3.7: soil properties. Joint Committee of Structural Safety.
2. Bilmes, J., 2004. On virtual evidence and soft evidence in Bayesian networks. UWEE technical report No. UWEETR-2004-0016, University ofWashington.
3. Cherubini, C., 1997. Data and considerations on the variability of geotechnical properties of soils. Advances in safety and reliability. Proceedings of the ESREL 97, C. Guedes Soares, Ed. Lisbon, Vol. 2, 2583-1591.
4. D'Urso, MG. & Marmo, F., 2009. Vertical stresses due to linearly distributed pressures over polygonal domains. Proceedings of: ComGeo I, Juan Les Pins, France Ed.IC2E Rhodes, Greece: 996-1005.
5. D'Urso, MG., 2012. New expressions of the gravitational potential and its derivates for the prism. Proceedings of: VII International Symposium on Mathematical Geodesy, Rome, Italy, Springer-Verlag: 251-256.
6. D'Urso, MG. & Russo, P. & Sessa, S., 2012. Sull'impiego del monitoraggio geomatico per la stima dei parametri nei modelli di calcolo degli spostamenti strutturali. Proceedings of: 16 Conferenza Nazionale ASITA, Vicenza, Italy: 523-530.
7. D'Urso, MG. 2013. On the evaluation of the gravity effects of polyhedral bodies and a consistent treatment of related singularities. Journal of Geodesy, 87(3): 239-252.
8. Der Kiureghian, A., & Ke, JB., 1988. The stochastic finite element method in structural reliability. Probabilistic Engineering Mechanics, 3(2): 83-91.
9. Juang, C. & Luo, Z. & Atamturktur, S. & Huang, H., 2012. Bayesian updating of soil parameters for braced excavations using field observations. Journal of Geotechnical and Geoenvironmental Eng. ASCE 139(3), 395-406.
10. Papaioannou, I. & Straub, D., 2012. Geotecnical reliability updating using stochastic FEM. Proceedings of the IFIP Wg7.5 working conference, TUM, Munchen, 155-162.
11. Ronold, M., 1990. Random field modeling of foundation failure modes. Journ. of Geot. Engineering, 116(4), 554-570.
12. Straub, D., 2011. Reliability updating with equality information. Prob. Engineering Mechanics, 26(2), 254-258.
13. Sudret, B. & Der Kiureghian, A., 2000. Stochastic Finite Elements and Reliability: A State-of-the-Art-Report. University of California, Berkeley, Technical Report no UCB/SEMM-2000/08.
14. Vanmarcke, EH., 1977. Probabilistic modeling of soil profiles. ASCE Journal of the Geotechnical Division, 103(11), 1227-1246.
15. Baker, J., 2006. JCSS Probabilistic Model Code, Sec. 3.7: soil properties. Joint Committee of Structural Safety.
16. Bilmes, J., 2004. On virtual evidence and soft evidence in Bayesian networks. UWEE technical report No. UWEETR-2004-0016, University ofWashington.
17. Cherubini, C., 1997. Data and considerations on the variability of geotechnical properties of soils. Advances in safety and reliability. Proceedings of the ESREL 97, C. Guedes Soares, Ed. Lisbon, Vol. 2, 2583-1591.
18. D'Urso, MG. & Marmo, F., 2009. Vertical stresses due to linearly distributed pressures over polygonal domains. Proceedings of: ComGeo I, Juan Les Pins, France Ed.IC2E Rhodes, Greece: 996-1005.
19. D'Urso, MG., 2012. New expressions of the gravitational potential and its derivates for the prism. Proceedings of: VII International Symposium on Mathematical Geodesy, Rome, Italy, Springer-Verlag: 251-256.
20. D'Urso, MG. & Russo, P. & Sessa, S., 2012. Sull'impiego del monitoraggio geomatico per la stima dei parametri nei modelli di calcolo degli spostamenti strutturali. Proceedings of: 16 Conferenza Nazionale ASITA, Vicenza, Italy: 523-530.
21. D'Urso, MG. 2013. On the evaluation of the gravity effects of polyhedral bodies and a consistent treatment of related singularities. Journal of Geodesy, 87(3): 239-252.
22. Der Kiureghian, A., & Ke, JB., 1988. The stochastic finite element method in structural reliability. Probabilistic Engineering Mechanics, 3(2): 83-91.
23. Juang, C. & Luo, Z. & Atamturktur, S. & Huang, H., 2012. Bayesian updating of soil parameters for braced excavations using field observations. Journal of Geotechnical and Geoenvironmental Eng. ASCE 139(3), 395-406.
24. Papaioannou, I. & Straub, D., 2012. Geotecnical reliability updating using stochastic FEM. Proceedings of the IFIP Wg7.5 working conference, TUM, Munchen, 155-162.
25. Ronold, M., 1990. Random field modeling of foundation failure modes. Journ. of Geot. Engineering, 116(4), 554-570.
26. Straub, D., 2011. Reliability updating with equality information. Prob. Engineering Mechanics, 26(2), 254-258.
27. Sudret, B. & Der Kiureghian, A., 2000. Stochastic Finite Elements and Reliability: A State-of-the-Art-Report. University of California, Berkeley, Technical Report no UCB/SEMM-2000/08.
28. Vanmarcke, EH., 1977. Probabilistic modeling of soil profiles. ASCE Journal of the Geotechnical Division, 103(11), 1227-1246.