Analysis of an underground structure settlement risk due to tunneling- A case study from Tabriz, Iran
The tunnel of the Tabriz urban railway line 2 (TURL2), Iran, will pass through an underground commercial center onits way. Too little distance between the tunnel crown and the underground structure foundation will probably cause collapseor excessive settlement during the tunnel construction based on...
Main Authors: | Mohammad Javad Vahdatirad, Hadi Ghodrat, Sara Firouzian, Amin Barari |
---|---|
Format: | Article |
Language: | English |
Published: |
Prince of Songkla University
2010-05-01
|
Series: | Songklanakarin Journal of Science and Technology (SJST) |
Subjects: | |
Online Access: | http://www.rdoapp.psu.ac.th/html/sjst/journal/32-2/0125-3395-32-2-145-152.pdf |
Similar Items
-
Choosing TBM for Tabriz subway using multi criteria method
by: Kamaladdin Edalat, et al.
Published: (2010-12-01) -
Prediction of Change Rate of Settlement for Piled Raft Due to Adjacent Tunneling Using Machine Learning
by: Dong-Wook Oh, et al.
Published: (2021-06-01) -
3D FEM Model on the Parameters’ Influence of EPB-TBM on Settlements of Single and Twin Metro Tunnels During Construction
by: Forsat, M., et al.
Published: (2022) -
NUMERICAL MODELING OF SETTLEMENTS FOR SHALLOW FOUNDATIONS ON LAYERED SOILS
by: Ivana Lukić Kristić, et al.
Published: (2020-06-01) -
Predicting Ground Settlement Due to Symmetrical Tunneling through an Energy Conservation Method
by: Xiang Liu, et al.
Published: (2018-05-01)