Chapter
Jul 21, 2016
Three-Dimensional Simulation of a Load Transfer Mechanism for Frictional and End Bearing CMC Supported Embankments on Soft Soil
Authors: Hamed Mahdavi [email protected], Behzad Fatahi [email protected], Hadi Khabbaz [email protected], Michal Krzeminski [email protected], Roger Santos [email protected], and Michael Marix-Evans [email protected]Author Affiliations
Publication: Geo-China 2016
Abstract
Recently, the use of controlled modulus columns (CMC) has gained popularity in the support of rail and road bridge approach embankments on soft soils. If the columns are extended into a competent firm soil, and designed to take nearly all the vertical loads, they become rigid inclusions. The advantage of this design approach is that settlement will be controlled, but the drawback is that the columns will attract greater load, including bending moment and shear force in situations where non-uniform loading or ground conditions exist. The load on the composite soil-CMC is uniformly distributed by the upper layer of granular load transfer platform (LTP). In this paper, the effect of CMC length on the load transfer mechanism is numerically investigated. Coupled flow-deformation analysis has been performed for a long period to understand the system response in the long term, while interface elements capable of simulating gapping and sliding between CMC and the surrounding soil are considered. A geosynthetic reinforcement layer has been simulated using the inbuilt FLAC3D geogrid element. The force in the reinforcement layer has been evaluated, and in particular, a clear comparison is made between the stresses in CMC and the ground settlement with floating and end-bearing columns.
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© 2016 American Society of Civil Engineers.
History
Published online: Jul 21, 2016
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ASCE Technical Topics:
- Bridge engineering
- Bridges
- Bridges (by type)
- Design (by type)
- Embankment (transportation)
- Engineering fundamentals
- Engineering mechanics
- Geomechanics
- Geotechnical engineering
- Highway and road management
- Highway and road structures
- Highway transportation
- Infrastructure
- Load factors
- Load transfer
- Railroad bridges
- Skew bridges
- Soft soils
- Soil dynamics
- Soil mechanics
- Soil modulus
- Soil properties
- Soil settlement
- Soils (by type)
- Static loads
- Statics (mechanics)
- Structural design
- Structural engineering
- Transportation engineering
- Vertical loads
Authors
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Ph.D. Candidate, Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, Univ. of Technology Sydney (UTS). E-mail: [email protected]
Senior Lecturer, Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, Univ. of Technology Sydney (UTS). E-mail: [email protected]
Associate Professor, Centre for Built Infrastructure Research, School of Civil and Environmental Engineering, Univ. of Technology Sydney (UTS). E-mail: [email protected]
Design Manager, Menard Bachy, L3 13-15 Lyonpark Rd., Macquarie Park, NSW 2113 Australia. E-mail: [email protected]
Roger Santos, Senior Project Engineer, Fulton Hogan, L3, 61 Dunning Ave., Rosebery, NSW 2018, Australia. E-mail: [email protected]
Michael Marix-Evans, Design Manager, Fulton Hogan, L3, 61 Dunning Ave., Rosebery, NSW 2018, Australia. E-mail: [email protected]
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