Numerical simulation and sensitivity analyses of full-scale test embankment with reinforced lightweight geomaterials on soft Bangkok clay

2008 ◽  
Vol 26 (6) ◽  
pp. 498-511 ◽  
Author(s):  
T TANCHAISAWAT ◽  
D BERGADO ◽  
P VOOTTIPRUEX
Keyword(s):  
Numerical Simulation ◽  
Full Scale ◽  
Sensitivity Analyses ◽  
Full Scale Test ◽  
Scale Test ◽  
Test Embankment

Finite element modeling of hexagonal wire reinforced embankment on soft clay

2000 ◽  
Vol 37 (6) ◽  
pp. 1209-1226 ◽  
Author(s):  
D T Bergado ◽  
C Teerawattanasuk ◽  
S Youwai ◽  
P Voottipruex
Keyword(s):  
Finite Element ◽  
Full Scale ◽  
Soil Reinforcement ◽  
Wire Mesh ◽  
Direct Shear ◽  
Full Scale Test ◽  
Element Analysis ◽  
Consolidation Process ◽  
Scale Test ◽  
Test Embankment

A full-scale test embankment was constructed on soft Bangkok clay using hexagonal wire mesh as reinforcement. This paper attempts to simulate the behavior of the full-scale test embankment using the finite element program PLAXIS. The agreement between the finite element results and the field data is quite good. The important considerations for simulating the behavior of the reinforced wall embankment were the method of applying the embankment loading during the construction process, the variation of soil permeability during the consolidation process, and the selection of the appropriate model and properties at the interface between the soil and reinforcement. The increased reinforcement stiffness tends to increase the reinforcement tension and increase the embankment forward rotation. The reinforcement tensions increased with the compression of the underlying soft foundation. The appropriate interface properties between the backfill soil and the hexagonal wire mesh reinforcement corresponding to the interaction mechanism at working stress conditions were dominated by the direct shear mechanism. The direct shear interaction coefficient of 0.9 was used.Key words: soil reinforcement, hexagonal wire mesh, finite element analysis, field embankment.

Investigation of Induced Trench Method Using a Full Scale Test Embankment

2013 ◽  
Vol 31 (2) ◽  
pp. 557-568 ◽  
Author(s):  
Alper Turan ◽  
M. Hesham El Naggar ◽  
Dave Dundas
Keyword(s):  
Full Scale ◽  
Full Scale Test ◽  
Scale Test ◽  
Test Embankment

Full-Scale Test and Numerical Simulation of a Truck Impacting a Group of Side-by-Side Piles

2014 ◽  
Author(s):  
Pajouh M. Asadollahi ◽  
S. G. Lim ◽  
A. Mirdamadi ◽  
J. L. Briaud ◽  
A. Abuodeh ◽  
...  
Keyword(s):  
Numerical Simulation ◽  
Full Scale ◽  
Full Scale Test ◽  
Scale Test

scholarly journals Mechanical Behavior and Reinforcing Effect of Full-Scale Test Embankment Applied the Reinforced Soil Method by Vertical Micro-piles

2018 ◽  
Vol 13 (4) ◽  
pp. 249-267
Author(s):  
Akiyoshi KAMURA ◽  
Motoki KAZAMA ◽  
Tadashi KAWAI ◽  
Jongkwan KIM ◽  
Tetsunori KUMADA ◽  
...  
Keyword(s):  
Mechanical Behavior ◽  
Reinforced Soil ◽  
Full Scale ◽  
Full Scale Test ◽  
Reinforcing Effect ◽  
Scale Test ◽  
Test Embankment

Full-Scale Test on Coupled Thermo-Hydro-Mechanical Processes in Engineered Barrier System

1994 ◽  
Vol 1 (1) ◽  
pp. 77-83
Author(s):  
Yoshiji Moro ◽  
Tomoo Fujita ◽  
Takeshi Kanno ◽  
Akira Kobayashi
Keyword(s):  
Full Scale ◽  
Full Scale Test ◽  
Scale Test ◽  
Engineered Barrier

The assessment of particulate matter (PM2.5) removal efficiency on air cleaner products through full scale test in Korea

2019 ◽  
Vol 18 (1) ◽  
pp. 76-80 ◽  
Author(s):  
Kichul Kim ◽  
Pil-Ju Park ◽  
Soomi Eo ◽  
Seungmi Kwon ◽  
Kwangrae Kim ◽  
...  
Keyword(s):  
Particulate Matter ◽  
Removal Efficiency ◽  
Full Scale ◽  
Full Scale Test ◽  
Air Cleaner ◽  
Scale Test
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