Probabilistic geotechnical engineering analysis based on first order reliability method
Limit equilibrium engineering analysis needs the incorporation of probabilistic approaches for the determination of soil strength statistical measures for deterministic and probabilistic analyses. For the commonly used Mohr–Coulomb strength model, the uncertainty and the characteristic values of coh...
Saved in:
| Main Author: | |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Gruppo Italiano Frattura
2019-09-01
|
| Series: | Fracture and Structural Integrity |
| Subjects: | |
| Online Access: | https://www.fracturae.com/index.php/fis/article/view/2603 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1841564223556026368 |
|---|---|
| author | Georgios Belokas |
| author_facet | Georgios Belokas |
| author_sort | Georgios Belokas |
| collection | DOAJ |
| description | Limit equilibrium engineering analysis needs the incorporation of probabilistic approaches for the determination of soil strength statistical measures for deterministic and probabilistic analyses. For the commonly used Mohr–Coulomb strength model, the uncertainty and the characteristic values of cohesion (c) and angle of shearing resistance (φ) determination is not straightforward. This paper applies the first order reliability method (FORM) to estimate these values from the direct shear and the typical triaxial tests. The method is verified with test data. Furthermore, the FORM is applied to the planar failure limit equilibrium problem to determine the statistical measures of the safety margin (SM) and safety factor (SF). It is observed that the critical slip surface for the best estimate of the mean (SMm, SFm), for a 5% probability of exceedance (SMp=5%, SFp=5%) and for the characteristic value (SMk, SFk) do not coincide. It is interesting that the maximum probability of having a SM<0 or SF<1 does not correspond to the minimum best estimate of the SM or SF. FORM can be a very useful tool for complete probabilistic analyses. Furthermore, probabilistic approaches applied to soil properties estimation can set a framework for the selection of their characteristic values for deterministic analyses. |
| format | Article |
| id | doaj-art-1b14f6f07c4941a897cbd23525152b15 |
| institution | Kabale University |
| issn | 1971-8993 |
| language | English |
| publishDate | 2019-09-01 |
| publisher | Gruppo Italiano Frattura |
| record_format | Article |
| series | Fracture and Structural Integrity |
| spelling | doaj-art-1b14f6f07c4941a897cbd23525152b152025-01-02T23:01:01ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932019-09-011350Probabilistic geotechnical engineering analysis based on first order reliability methodGeorgios Belokas0University of West AtticaLimit equilibrium engineering analysis needs the incorporation of probabilistic approaches for the determination of soil strength statistical measures for deterministic and probabilistic analyses. For the commonly used Mohr–Coulomb strength model, the uncertainty and the characteristic values of cohesion (c) and angle of shearing resistance (φ) determination is not straightforward. This paper applies the first order reliability method (FORM) to estimate these values from the direct shear and the typical triaxial tests. The method is verified with test data. Furthermore, the FORM is applied to the planar failure limit equilibrium problem to determine the statistical measures of the safety margin (SM) and safety factor (SF). It is observed that the critical slip surface for the best estimate of the mean (SMm, SFm), for a 5% probability of exceedance (SMp=5%, SFp=5%) and for the characteristic value (SMk, SFk) do not coincide. It is interesting that the maximum probability of having a SM<0 or SF<1 does not correspond to the minimum best estimate of the SM or SF. FORM can be a very useful tool for complete probabilistic analyses. Furthermore, probabilistic approaches applied to soil properties estimation can set a framework for the selection of their characteristic values for deterministic analyses.https://www.fracturae.com/index.php/fis/article/view/2603Soil strengthGeotechnical engineeringProbabilistic approachesReliabilityCharacteristic values |
| spellingShingle | Georgios Belokas Probabilistic geotechnical engineering analysis based on first order reliability method Fracture and Structural Integrity Soil strength Geotechnical engineering Probabilistic approaches Reliability Characteristic values |
| title | Probabilistic geotechnical engineering analysis based on first order reliability method |
| title_full | Probabilistic geotechnical engineering analysis based on first order reliability method |
| title_fullStr | Probabilistic geotechnical engineering analysis based on first order reliability method |
| title_full_unstemmed | Probabilistic geotechnical engineering analysis based on first order reliability method |
| title_short | Probabilistic geotechnical engineering analysis based on first order reliability method |
| title_sort | probabilistic geotechnical engineering analysis based on first order reliability method |
| topic | Soil strength Geotechnical engineering Probabilistic approaches Reliability Characteristic values |
| url | https://www.fracturae.com/index.php/fis/article/view/2603 |
| work_keys_str_mv | AT georgiosbelokas probabilisticgeotechnicalengineeringanalysisbasedonfirstorderreliabilitymethod |