期刊
COMPUTERS AND GEOTECHNICS
卷 103, 期 -, 页码 242-253出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2018.07.020
关键词
Braced excavations; Spatial variability; Finite element method; Monte Carlo simulation; System reliability
类别
资金
- National Natural Science Foundation of China [41702296]
This case study presents the effect of spatial variability of soft clays on the geotechnical serviceability assessment of braced excavations. Finite element modeling is performed to predict the excavation-induced wall and ground movement. The spatial variations in two key soil parameters are modeled as two correlated lognormal random fields. The system reliability-based serviceability assessment conducted in this case study shows that the system probability of serviceability failure is greater than or equal to that for each single failure mode, indicating that serviceability assessment considering an individual failure mode can result in unsafe predictions.
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