Geosynthetic wall performance facing pressure and deformation
(eBook)
Author
Contributors
Published
Denver, Colo. : Colorado Department of Transportation, Applied Research and Innovation Branch, 2017.
Physical Desc
1 online resource (various pagings) : illustrations
Status
Description
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More Details
Format
eBook
Language
English
Notes
General Note
Performing organization name: University of Colorado Denver, Department of Civil Engineering.
Bibliography
Includes bibliographic references.
Description
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.
Funding Information
Report No.,CDOT-2017-3
Citations
APA Citation, 7th Edition (style guide)
Hoffman, P., & Wu, J. T. H. (2017). Geosynthetic wall performance: facing pressure and deformation . Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)Hoffman, Peter and Jonathan T. H. Wu. 2017. Geosynthetic Wall Performance: Facing Pressure and Deformation. Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Hoffman, Peter and Jonathan T. H. Wu. Geosynthetic Wall Performance: Facing Pressure and Deformation Colorado Department of Transportation, Applied Research and Innovation Branch, 2017.
MLA Citation, 9th Edition (style guide)Hoffman, Peter, and Jonathan T. H Wu. Geosynthetic Wall Performance: Facing Pressure and Deformation Colorado Department of Transportation, Applied Research and Innovation Branch, 2017.
Note! Citations contain only title, author, edition, publisher, and year published. Citations should be used as a guideline and should be double checked for accuracy. Citation formats are based on standards as of August 2021.
Staff View
Grouped Work ID
8809f87b-2433-f2ec-a5b5-9c5a0f75bc07-eng
Grouping Information
| Grouped Work ID | 8809f87b-2433-f2ec-a5b5-9c5a0f75bc07-eng |
|---|---|
| Full title | geosynthetic wall performance facing pressure and deformation |
| Author | hoffman peter |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-05-15 03:04:43AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Jan 7, 2023 |
| Last Used | May 15, 2024 |
Marc Record
| First Detected | Aug 05, 2019 12:00:00 AM |
|---|---|
| Last File Modification Time | Jul 31, 2021 04:37:28 AM |
MARC Record
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| 245 | 1 | 0 | |a Geosynthetic wall performance|h [electronic resource] :|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 | ||
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| 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. | ||
| 536 | |a Report No.|f CDOT-2017-3 | ||
| 588 | 0 | |a Online resource; title from PDF cover (viewed August 2019) | |
| 650 | 0 | |a Soil stabilization|z Colorado. | |
| 650 | 0 | |a Geosynthetics|z Colorado. | |
| 650 | 0 | |a Reinforced soils. | |
| 650 | 0 | |a Soil-structure interaction. | |
| 700 | 1 | |a Wu, Jonathan T. H. | |
| 710 | 1 | |a Colorado.|b Department of Transportation.|b Applied Research and Innovation Branch. | |
| 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 Access online |
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