Have a personal or library account? Click to login
The Role of Geotechnical Monitoring at Design of Foundation Structures and their Verification – Part 2 Cover

The Role of Geotechnical Monitoring at Design of Foundation Structures and their Verification – Part 2

Civil and Environmental Engineering
Volume 17 (2021): Issue 2 (December 2021)
By:
Open Access
|Dec 2021

References

  1. [1] http://www.geotechnique.info/SI/SI%20Book%20Chapter%209.pdf, online access: 20.7.2021.
    Search in Google ScholarBack to article
  2. [2] DRUSA, M. – VLČEK, J. – ORININOVÁ, L.: The role of geotechnical monitoring at design of foundation structures and their verification – Part 1. Civil and Environmental Engineering, Vol. 12, Iss. 1, 2016, pp. 21–26, doi: 10.1515/cee-2016-0003.10.1515/cee-2016-0003
    Search in Google ScholarBack to article
  3. [3] PILARČÍK, R.: Monitoring of Settlement of Foundations of Aupark Žilina and Their Verification with Design. Diploma thesis (in Slovak), University of Žilina, 2011.
    Search in Google ScholarBack to article
  4. [4] DRUSA, M. - VLČEK, J. - GAGO, F. - BULKO, R.: Modern methods of designing geotechnical structures. University of Žilina, 2019, (in Slovak).
    Search in Google ScholarBack to article
  5. [5] LANCELLOTTA, R.: Geotechnical engineering. Taylor &Francis, 2007.10.1201/9781482265934
    Search in Google ScholarBack to article
  6. [6] BAECHER, G. B. – CHRISTIAN, J. T.: Reliability and statistics in geotechnical engineering. John Wiley & Sons, 2003.
    Search in Google ScholarBack to article
  7. [7] Engineering and design: Introduction to probability and reliability methods for use in geotechnical engineering. U.S. Army Corps of Engineers, Engineer Technical Letter 1110-2-547, Dept. of the Army, Washington, D.C. 1997.
    Search in Google ScholarBack to article
  8. [8] CORNELL, C. A.: Engineering Seismic Risk Analysis. Bulletin of the Seismological Society of America, 58(5), 1968, pp. 1583-1606.10.1785/BSSA0580051583
    Search in Google ScholarBack to article
  9. [9] EN-ISO 2394: (2012), General principles on reliability for structures.
    Search in Google ScholarBack to article
  10. [10] DUNCAN, J. M.: Factors of Safety and Reliability in Geotechnical Engineering. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 4, April 2000.10.1061/(ASCE)1090-0241(2000)126:4(307)
    Search in Google ScholarBack to article
  11. [11] PHOON, K. - KULLHAWY, F.: Characterisation of geotechnical variability. Canadian Geotechnical Journal, 36(4), 1999, pp. 612–624.10.1139/t99-038
    Search in Google ScholarBack to article
  12. [12] PUŁA, W. - CHWAŁA, M.: Random bearing capacity evaluation of shallow foundations for asymmetrical failure mechanisms with spatial averaging and inclusion of soil self-weight. Computers and Geotechnics, 101, 2018, pp. 176–195, doi: 10.1016/j.compgeo.2018.05.002.10.1016/j.compgeo.2018.05.002
    Search in Google ScholarBack to article
  13. [13] BOROWIEC, A.: Use of Probabilistic Analysis in Design of Shallow and Deep Foundations. IOP Conf. Ser., Mater. Sci. Eng. 471 042027, 2019.10.1088/1757-899X/471/4/042027
    Search in Google ScholarBack to article
  14. [14] DECKY, M. - REMISOVÁ, E. - MECAR, M. et al: In situ Determination of Load Bearing Capacity of Soils on the Airfields. In World Multidisciplinary Earth Sciences Symposium, WMESS 2015. Vol. 15, 2015, pp. 11–18, published 2015. Book Series: Procedia Earth and Planetary Science, doi:10.1016/j.proeps.2015.08.004.10.1016/j.proeps.2015.08.004
    Search in Google ScholarBack to article
  15. [15] VLCEK, J. – ĎUREKOVÁ, D. – ZGÚTOVÁ, K.: Evaluation of Dynamic Methods for Earthwork Assessment. Civil and Environmental Engineering, Vol. 11, Iss. 1, 2015, pp. 38–44, doi: 10.1515/cee-2015-0005.10.1515/cee-2015-0005
    Search in Google ScholarBack to article
  16. [16] ZGUTOVA, K. - DECKY, M. - SRAMEK, J. et al: Using of Alternative Methods at Earthworks Quality Control. In World Multidisciplinary Earth Sciences Symposium, WMESS 2015, pp. 263–270, doi:10.1016/j.proeps.2015.08.064.10.1016/j.proeps.2015.08.064
    Search in Google ScholarBack to article
  17. [17] CRAIG, R. F.: Soil Mechanics 7th edition. Published by Chapman & Hall, 2004.10.4324/9780203494103
    Search in Google ScholarBack to article
  18. [18] RAHELISON, L. H.: Analysis of in situ Test Derived Soil Properties with Traditional and Finite Element Methods. A Dissertation Thesis, University of Florida, 2002.
    Search in Google ScholarBack to article
  19. [19] STN EN 1990: 2009, Eurocode. Basis of structural design.
    Search in Google ScholarBack to article
  20. [20] PULA, W. – ZASKORSKI, L.: On Some Methods in Safety Evaluation in Geotechnics. Studia Geotechnica et Mechanica, Vol. 37, No. 2, 2015, DOI: 10.1515/sgem-2015-0016.10.1515/sgem-2015-0016
    Search in Google ScholarBack to article
  21. [21] KIA, S. - SHAHHOSSEINI, V. - SEBT, M.H. - MEILICH, O.: Reliability-Based Life Cycle Assessment of the Concrete Slab in Bridges. Civil and Environmental Engineering, Vol. 16, Iss. 1, 2020, pp. 170–183, doi: 10.2478/cee-2020-0017.10.2478/cee-2020-0017
    Search in Google ScholarBack to article
  22. [22] HOLICKY, M., DIAMANTIDIS, D., SYKORA, M.: Determination of Target Safety for Structures. 12th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP12 Vancouver, Canada, July 12–15, 2015
    Search in Google ScholarBack to article
  23. [23] MAJOR, M. - MAJOR, I. - KUCHÁROVÁ, D. - KULIŃSKI, K.: On the Eccentrically Loaded Socket Footings with Cut - Off Pyramid Shaped Socket. Civil and Environmental Engineering, Vol. 15, Iss. 1, 2019, pp. 58–69, doi: 10.2478/cee-2019-0009.10.2478/cee-2019-0009
    Search in Google ScholarBack to article
  24. [24] D-Q. LI et al: Reliability analysis of strip footing considering spatially variable undrained shear strength that linearly increases with depth. Soil and Foundations, Vol. 55(4), 2015, pp. 866-880.10.1016/j.sandf.2015.06.017
    Search in Google ScholarBack to article
  25. [25] FENTON, G. – GRIFFITHS, D.V.: Probabilistic Foundation Settlement of Specially Random Soil, Journal of Geotechnical and Geoenvironmental Engineering, 2002, pp. 381–390.10.1061/(ASCE)1090-0241(2002)128:5(381)
    Search in Google ScholarBack to article
  26. [26] DODIGOVIĆ, F. - IVANDIĆ, K. - KOVAČEVIĆ, M. S. - SOLDO, B.: Error Evaluation and Suitability Assessment of Common Reliability Methods in the Case of Shallow Foundations. Applied Sciences, 11, 2021, 795, Doi: 10.3390/app11020795.10.3390/app11020795
    Search in Google ScholarBack to article
  27. [27] KOZUBAL, J. - STESHENKO, D. - GALAY, B.: The improvement of loess substrates with a new type of soil column with a reliability assessment. Road Materials and Pavement Design, 15(4), 2014, pp. 856–871, doi: 10.1080/14680629.2014.939695.10.1080/14680629.2014.939695
    Search in Google ScholarBack to article
  28. [28] REDDY S. C., (2014): Ultimate and Serviceability Limit State Reliability-based Axial Capacity of Deep Foundations. PhD Dissertation, Oregon State University.
    Search in Google ScholarBack to article
  29. [29] KOZUBAL, J. - PUŁA, W. - WYJADŁOWSKI, M. - BAUER, J.: Influence of varying soil properties on evaluation of pile reliability under lateral loads. Journal of Civil Engineering and Management, 19(2), 2013, pp. 272–284, doi: 10.3846/13923730.2012.756426.10.3846/13923730.2012.756426
    Search in Google ScholarBack to article
  30. [30] WYJADŁOWSKI, M. - BAGIŃSKA, I. - REINER, J.: Probabilistic assessment of pile capacity based on CPTu probing including random pile foundation depth. MATEC Web of Conferences, 196, 2018, 01058, doi: 10.1051/matecconf/201819601058.10.1051/matecconf/201819601058
    Search in Google ScholarBack to article
  31. [31] RYBAK, J.: Non-destructive determining of foundation pile length variability for reliability analysis. Journal of Physics: Conference Series, 1425(1), 2020, 012205, doi: 10.1088/1742-6596/1425/1/01220510.1088/1742-6596/1425/1/012205
    Search in Google ScholarBack to article
  32. [32] VESSIA, G. - KOZUBAL, J. - PUŁA, W.: High dimensional model representation for reliability analyses of complex rock–soil slope stability. Archives of Civil and Mechanical Engineering, 17(4), 2017, pp. 954–963, doi: 10.1016/j.acme.2017.04.005.10.1016/j.acme.2017.04.005
    Search in Google ScholarBack to article
  33. [33] GORSKA, K. - MUSZYNSKI, Z. - RYBAK, J.: Displacement monitoring and sensitivity analysis in the observational method. Studia Geotechnica et Mechanica, 35(3), 2013, pp. 25–43, doi: 10.2478/sgem-2013-0028.10.2478/sgem-2013-0028
    Search in Google ScholarBack to article
  34. [34] WYJADŁOWSKI, M. - PUŁA, W. - BAUER, J.: Reliability of diaphragm wall in serviceability limit states. Archives of Civil and Mechanical Engineering, 15(4), 2015, pp. 1129–1137, doi: 10.1016/j.acme.2015.02.001.10.1016/j.acme.2015.02.001
    Search in Google ScholarBack to article
  35. [35] KAWA, M. - BAGIŃSKA, I. - WYJADŁOWSKI, M.: Reliability analysis of sheet pile wall in spatially variable soil including CPTu test results. Archives of Civil and Mechanical Engineering, 19(2), 2019, pp. 598–613, doi: 10.1016/j.acme.2018.10.007.10.1016/j.acme.2018.10.007
    Search in Google ScholarBack to article
DOI: https://doi.org/10.2478/cee-2021-0067 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
Journal RSS Feed
Language: English
Page range: 681 - 689
Published on: Dec 9, 2021
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 times per year
Keywords:
Geotechnical monitoring,
Reliability index,
Batch processing,
3D FEM model,
Probability of failure
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2021 Marian Drusa, Jan Mihalik, Juraj Muzik, Filip Gago, Martin Stefanik, Jaroslaw Rybak, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

Previous articleVolume 17 (2021): Issue 2 (December 2021)Next article