Details
| Original language | English |
|---|---|
| Article number | 04025004 |
| Journal | ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering |
| Volume | 11 |
| Issue number | 2 |
| Early online date | 20 Jan 2025 |
| Publication status | E-pub ahead of print - 20 Jan 2025 |
Abstract
Spatial uncertainty is a critical challenge in many engineering fields. To date, probabilistic methods have been applied to describe the uncertainty of engineering parameters with considerable achievements. However, they rely heavily on the availability of large quantities of informative data, but in practice, acquiring enough informative data is impossible. This paper proposes an interval field-based framework to analyze the influence of parameter uncertainty on their safety performance under sparse test data, in which the locations of test values are taken into account. It also considers uncertainties in stratigraphy and spatial properties in the geotechnical engineering case, allowing the research framework to utilize more available test information compared with previous studies. First, the interval field samples based on B-spline basis functions are generated, allowing for flexibility in accounting for realistic situations and integrating measured data from in situ exploration. Then, the finite-element strength-reduction method is used to estimate the safety factor (fs) of geotechnical engineering. Subsequently, a Bayesian global optimization is used to efficiently evaluate the upper and lower bounds of the fs interval. Finally, three geotechnical engineering cases are presented to illustrate the validity of the proposed framework. This framework provides new insights into engineering uncertainty analysis even with sparse data, highlighting its potential for practical applications in geotechnical engineering projects.
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
- Engineering(all)
- Safety, Risk, Reliability and Quality
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In: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, Vol. 11, No. 2, 04025004, 06.2025.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Interval Fields for Geotechnical Engineering Uncertainty Analysis under Limited Data
AU - Feng, Chengxin
AU - Broggi, Matteo
AU - Hu, Yue
AU - Faes, Matthias G.R.
AU - Beer, Michael
N1 - Publisher Copyright: © 2025 American Society of Civil Engineers.
PY - 2025/1/20
Y1 - 2025/1/20
N2 - Spatial uncertainty is a critical challenge in many engineering fields. To date, probabilistic methods have been applied to describe the uncertainty of engineering parameters with considerable achievements. However, they rely heavily on the availability of large quantities of informative data, but in practice, acquiring enough informative data is impossible. This paper proposes an interval field-based framework to analyze the influence of parameter uncertainty on their safety performance under sparse test data, in which the locations of test values are taken into account. It also considers uncertainties in stratigraphy and spatial properties in the geotechnical engineering case, allowing the research framework to utilize more available test information compared with previous studies. First, the interval field samples based on B-spline basis functions are generated, allowing for flexibility in accounting for realistic situations and integrating measured data from in situ exploration. Then, the finite-element strength-reduction method is used to estimate the safety factor (fs) of geotechnical engineering. Subsequently, a Bayesian global optimization is used to efficiently evaluate the upper and lower bounds of the fs interval. Finally, three geotechnical engineering cases are presented to illustrate the validity of the proposed framework. This framework provides new insights into engineering uncertainty analysis even with sparse data, highlighting its potential for practical applications in geotechnical engineering projects.
AB - Spatial uncertainty is a critical challenge in many engineering fields. To date, probabilistic methods have been applied to describe the uncertainty of engineering parameters with considerable achievements. However, they rely heavily on the availability of large quantities of informative data, but in practice, acquiring enough informative data is impossible. This paper proposes an interval field-based framework to analyze the influence of parameter uncertainty on their safety performance under sparse test data, in which the locations of test values are taken into account. It also considers uncertainties in stratigraphy and spatial properties in the geotechnical engineering case, allowing the research framework to utilize more available test information compared with previous studies. First, the interval field samples based on B-spline basis functions are generated, allowing for flexibility in accounting for realistic situations and integrating measured data from in situ exploration. Then, the finite-element strength-reduction method is used to estimate the safety factor (fs) of geotechnical engineering. Subsequently, a Bayesian global optimization is used to efficiently evaluate the upper and lower bounds of the fs interval. Finally, three geotechnical engineering cases are presented to illustrate the validity of the proposed framework. This framework provides new insights into engineering uncertainty analysis even with sparse data, highlighting its potential for practical applications in geotechnical engineering projects.
UR - http://www.scopus.com/inward/record.url?scp=85216088538&partnerID=8YFLogxK
U2 - 10.1061/AJRUA6.RUENG-1467
DO - 10.1061/AJRUA6.RUENG-1467
M3 - Article
AN - SCOPUS:85216088538
VL - 11
JO - ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
JF - ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
SN - 2376-7642
IS - 2
M1 - 04025004
ER -