Design of 20m Deep Excavation with Permanent Anchored Secant Bored Pile Wall (SBPW) and Contiguous Bored Pile Wall (CBPW) as Retaining Structure of Cut and Cover Tunnel
The Latest Engineering Trends and Issues
Deep excavation MIDAS GTS NX Retaining Structures Structure Type_Tunnel Field_Geotech Category_Case Study Structure Type_Underground Structure Type_Retaining
MIDAS GTS NX Structure Type_Tunnel Field_Geotech Category_Knowledge Category_Case Study
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1. Introduction
Construction Stage Subway Tunnel #Metro station Structure Type_Tunnel Field_Geotech Category_Case Study Structure Type_Underground
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1. New metro line D and Pankrac station
#TBM MIDAS GTS NX Nonlinear Analysis Finite Element Modeling #Longitudinal Joints Structure Type_Tunnel Field_Geotech Category_How-to Category_Case Study
#TBM MIDAS GTS NX Nonlinear Analysis Finite Element Modeling #Longitudinal Joints #Concrete Lining Structure Type_Tunnel Field_Geotech Category_Knowledge
2. (Part 1)Joints within the same rings (longitudinal joints)
3. (Part 2) Non-linear analysis
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Finite Element Analysis Finite Element Method Structure Type_Tunnel Field_Geotech Category_Knowledge Structure Type_Retaining
While the 2D approach has been a method of practice, many experts clearly show that 3D analysis can affect professional design and project-related costs. In this post, we will look through the advantages of 3D analysis in 3 major fields.
1. ..
Plane position of foundation pit and subway tunnel
While the 2D approach has been a..
Construction stage in geotechnical engineering