Numerical Simulation of Compaction Load on Stress-Deformation Behavior of Soil Geosynthetic Composite Mass

Author:

Phan Truc T. T.,Gui Meen W.ORCID,Pham Thang Q.

Publisher

Springer International Publishing

Reference18 articles.

1. AASHTO (2014) American association of state highway and transportation officials: LRFD bridge design specifications, 7th edn.

2. Adams MT, Schlatter W, Stabile T (2007) Geosynthetic-reinforced soil integrated abutments at the bowman road bridge in defiance county, Ohio. Geotechnical Special Publication No. 172: Proceedings of Geo-Denver 2007, ASCE, Denver, Colorado

3. Allen TM, Bathurst RJ (2001) Application of K0-stiffness method to reinforced soil wall limit state design. Final Research Report to Washington State Department of Transportation, Seattle, Washington State

4. Berg RR, Christopher BR, Samtani NC (2009) Design of mechanically stabilized earth walls and reinforced soil slopes, Publication No. FHWA-NHI-10-024, Volume No 1, Federal Highway Administration, McLean, p 332

5. Duncan JM, Seed RB (1986) Compaction-induced earth pressure under Ko conditions. J Geotech Eng Div ASCE 112(1):1–22

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