Prediction and interpretation of the performance of a deep excavation in Berlin sand
This paper describes the application of a generalized effective stress soil model, MIT‐S1, within a commercial finite element program, for simulating the performance of the support system for the 20m deep excavation of the M1 pit adjacent to the main station “Hauptbahnhof” in Berlin. The M1 pit was...
| Main Authors: | , , |
|---|---|
| Other Authors: | |
| Format: | Article |
| Language: | en_US |
| Published: |
American Society of Civil Engineers
2011
|
| Online Access: | http://hdl.handle.net/1721.1/67027 https://orcid.org/0000-0001-5358-4140 https://orcid.org/0000-0003-3194-3477 |