3D Centrifuge Modeling of the Effect of Twin Tunneling to an Existing Pile Group
In densely built urban areas, it is inevitable that tunnels will be constructed near existing pile groups. The bearing capacity of a pile group depends on shear stress along the soil-pile interface and normal stress underneath the pile toe while the two would be adversely affected by the unloading p...
Main Authors: | M. A. Soomro, M. A. Keerio, D. K. Bangwar |
---|---|
Format: | Article |
Language: | English |
Published: |
D. G. Pylarinos
2017-10-01
|
Series: | Engineering, Technology & Applied Science Research |
Subjects: | |
Online Access: | https://etasr.com/index.php/ETASR/article/view/1393 |
Similar Items
-
3D Centrifuge Modeling of the Effect of Twin Tunneling to an Existing Pile Group
by: M. A. Soomr, et al.
Published: (2017-10-01) -
3D Numerical Analysis of the Effects of an Advancing Tunnel on an Existing Loaded Pile Group
by: M. A. Soomro, et al.
Published: (2018-02-01) -
Parametric Study of Pile Response to Side-by-Side Twin Tunneling in Stiff Clay
by: N. Mangi, et al.
Published: (2020-04-01) -
Three dimensional modeling of laterally loaded pile groups resting in sand
by: Amr Farouk Elhakim, et al.
Published: (2016-04-01) -
EFFECT OF A DRIVEN PILE ON AN EXISTING TUNNEL
by: Nahla Mohammed Salim, et al.
Published: (2020-01-01)