Hoffman, P., & Wu, J. T. (2017). Geosynthetic wall performance : facing pressure and deformation : final report (Report No. CDOT-2017-03). https://rosap.ntl.bts.gov/view/dot/32593
Hoffman, Peter and Jonathan T.H. Wu. Geosynthetic wall performance : facing pressure and deformation : final report. Report no. CDOT-2017-03. 2017. https://rosap.ntl.bts.gov/view/dot/32593.
Hoffman, Peter, and Jonathan T.H. Wu Geosynthetic wall performance : facing pressure and deformation : final report. 2017, Report no. CDOT-2017-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/32593.
Details
Alternative Title:
GRS wall performance : facing pressure and deformation.
The objective of the study was to validate the performance of blocked-faced Geosynthetic Reinforced Soil (GRS) wall and to validate the Colorado Department of Transportation’s (CDOT) decision to waive the positive block connection for closely-spaced reinforcement, defined in report FHWA-HRT-11-026. Contrary to conventional wisdom, the GRS wall measurements of this study demonstrated that facing pressure decreases as load increases. This counter-intuitive fact is due to the decrease of compaction-induced stress (CIS) with increased load. Therefore, if a GRS wall survives compaction, it survives indefinitely. Implementation: Pilot specifications for projects selected by the CDOT Bridge Design and Management Branch and allowed by CDOT Regions for trial or demonstration must be developed specifically for each experimental GRS wall construction project. Continued successful application of pilot specifications that waive the use of positive facing connection for closely-spaced reinforcement in GRS design and construction will generate significant support for their acceptance.
Hoffman, P., & Wu, J. T. (2017). Geosynthetic wall performance : facing pressure and deformation : final report (Report No. CDOT-2017-03). https://rosap.ntl.bts.gov/view/dot/32593
Hoffman, Peter and Jonathan T.H. Wu. Geosynthetic wall performance : facing pressure and deformation : final report. Report no. CDOT-2017-03. 2017. https://rosap.ntl.bts.gov/view/dot/32593.
Hoffman, Peter, and Jonathan T.H. Wu Geosynthetic wall performance : facing pressure and deformation : final report. 2017, Report no. CDOT-2017-03, ROSA P. https://rosap.ntl.bts.gov/view/dot/32593.
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