Geosynthetic wall performance : facing pressure and deformation / Peter Hoffman, Jonathan Wu.
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. Contrary to conventional wisdo...
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Online Access |
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| Main Author: | |
| Corporate Authors: | , |
| Other Authors: | |
| Format: | Government Document eBook |
| Language: | English |
| Published: |
Denver, Colo. :
Colorado Department of Transportation, Applied Research and Innovation Branch,
2017.
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| Subjects: |
MARC
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| 100 | 1 | |a Hoffman, Peter |c (Engineer) | |
| 245 | 1 | 0 | |a Geosynthetic wall performance : |b facing pressure and deformation / |c Peter Hoffman, Jonathan Wu. |
| 264 | 1 | |a Denver, Colo. : |b Colorado Department of Transportation, Applied Research and Innovation Branch, |c 2017. | |
| 300 | |a 1 online resource (various pagings) : |b illustrations. | ||
| 336 | |a text |b txt |2 rdacontent. | ||
| 336 | |a still image |b sti |2 rdacontent. | ||
| 337 | |a computer |b c |2 rdamedia. | ||
| 338 | |a online resource |b cr |2 rdacarrier. | ||
| 500 | |a Performing organization name: University of Colorado Denver, Department of Civil Engineering. | ||
| 504 | |a Includes bibliographic references. | ||
| 520 | |a 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. 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. | ||
| 588 | 0 | |a Online resource; title from PDF cover (viewed August 2019) | |
| 536 | |a Report No. |f CDOT-2017-3. | ||
| 650 | 0 | |a Soil stabilization |z Colorado. | |
| 650 | 0 | |a Geosynthetics |z Colorado. | |
| 650 | 0 | |a Reinforced soils. |0 http://id.loc.gov/authorities/subjects/sh2008005454. | |
| 650 | 0 | |a Soil-structure interaction. |0 http://id.loc.gov/authorities/subjects/sh88001204. | |
| 700 | 1 | |a Wu, Jonathan T. H. |0 http://id.loc.gov/authorities/names/nr95041862 |1 http://isni.org/isni/0000000048066587. | |
| 710 | 1 | |a Colorado. |b Department of Transportation. |b Applied Research and Innovation Branch. |0 http://id.loc.gov/authorities/names/no2018127398. | |
| 710 | 2 | |a University of Colorado Denver. |b Department of Civil Engineering. | |
| 856 | 4 | 0 | |u http://hdl.handle.net/11629/co:30738_tra2101703internet.pdf |z Online Access |
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