Civil Engineering Community
Study for Compensation Grouting: Underground Railway of Florence Case
Excavating construction below the river section is exposed to the risk of groundwater…
Civil Engineering Community
Misaligned Shallow Tunnels: Geostatic Principal Stress Directions
Rock masses often present strong stress anisotropy, especially at shallow depths; thu…
Civil Engineering Community
Three Dimensional Finite Element Analysis of Railway Track
A ballast and a subballast layer placed above a compacted subgrade (formation soil) i…
Study for Compensation Grouting: Underground Railway of Florence Case
Excavating construction below the river section is exposed to the risk of groundwater…
Misaligned Shallow Tunnels: Geostatic Principal Stress Directions
Rock masses often present strong stress anisotropy, especially at shallow depths; thu…
Three Dimensional Finite Element Analysis of Railway Track
A ballast and a subballast layer placed above a compacted subgrade (formation soil) i…
Civil Engineering Community
Leaning Into Safety With SSI
Night view of Pisa Cathedral with Leaning Tower of Pisa on Piazza dei Miracoli in Pis…
Civil Engineering Community
Soil Structure Interaction Analysis of Skyscraper in Brazil
Summary The focus of the case study will be a soil structure interaction analysis by…
Leaning Into Safety With SSI
Night view of Pisa Cathedral with Leaning Tower of Pisa on Piazza dei Miracoli in Pis…
Soil Structure Interaction Analysis of Skyscraper in Brazil
Summary The focus of the case study will be a soil structure interaction analysis by…
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