Probabilistic analysis of ground settlement induced by tunnel excavation in multilayered soil considering spatial variability
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference53 articles.
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3. Comparison of modeling soil parameters using random variables and random fields in reliability analysis of tunnel face;Cheng;Int. J. Geomech.,2018
4. Reliability study on shield tunnel face using a random limit analysis method in multilayered soils;Cheng;Tunn. Undergr. Sp. Tech.,2019
5. Probabilistic analysis of ground movements caused by tunneling in a spatially variable soil;Cheng;Int. J. Geomech.,2019
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2. Study on uneven settlement and correction of steel frame structures based on numerical simulation method;PLOS ONE;2024-05-24
3. Numerical analysis of ground surface settlement induced by shield tunnelling considering the soil parameter spatial variability in loess strata;2024-02-12
4. Urban Tunneling Risk Management: Ground Settlement Assessment through Proportional Hazards Modeling;J MIN ENVIRON;2024
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