Evolution of the Dragload Behavior during Construction of Four H-Piles with Different Top Load and End Fixity Conditions at a Bridge Abutment with Embankment Fill

IFCEE 2021 ◽  
2021 ◽  
Author(s):  
Derrick D. Dasenbrock ◽  
Liang Chern Chow ◽  
Derek S. Van Heuveln
Keyword(s):  
Bridge Abutment

Geotextile encased columns (GEC) used as pressure-relief system. Instrumented bridge abutment case study on soft soil

2017 ◽  
Vol 45 (3) ◽  
pp. 227-236 ◽  
Author(s):  
F. Schnaid ◽  
D. Winter ◽  
A.E.F. Silva ◽  
D. Alexiew ◽  
V. Küster
Keyword(s):  
Soft Soil ◽  
Pressure Relief ◽  
Bridge Abutment ◽  
Relief System

scholarly journals Experimental and theoretical investigations of scour at bridge abutment

2016 ◽  
Vol 28 (1) ◽  
pp. 32-40 ◽  
Author(s):  
Y. Abdallah Mohamed ◽  
G. Mohamed Abdel-Aal ◽  
T. Hemdan Nasr-Allah ◽  
Awad A. Shawky
Keyword(s):  
Bridge Abutment ◽  
Theoretical Investigations

Typical Portal Structure for Single Track High Speed Railway Tunnel in Rugged Mountainous Area with High and Abrupt Slope

2014 ◽  
Vol 716-717 ◽  
pp. 342-346
Author(s):  
Xiao Jun Zhou ◽  
Bo Jiang ◽  
Yue Feng Zhou ◽  
Yu Yu
Keyword(s):  
High Speed ◽  
Southwest China ◽  
Earth Pressure ◽  
Mountainous Area ◽  
Single Track ◽  
Railway Tunnel ◽  
High Speed Railway ◽  
Railway Line ◽  
Bridge Abutment

On the basis of different landform and multifarious topography in rugged mountainous area in southwest China, typical tunnel portals for single track tunnels in a new high speed railway line have been presented in the paper. The portal comprises headwall, shed tunnel, bridge abutment and its support. Portal with headwall is suitable for tunnel to resist front earth pressure on high and abrupt slope. Shed tunnel is placed in front of headwall so as to prevent rockfall; its outward part is built into a flared one. Meanwhile, the installation of bridge and its abutment are also included in the portal according to landform in the paper.

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