Analyze and validate bearing pressure requirements for truncated base mechanically-stabilized earth/geosynthetically-reinforced soil (GRS) walls
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Chang, N., Nghiem, H. M., & Wang, S. T. 1. (2020). Analyze and validate bearing pressure requirements for truncated base mechanically-stabilized earth/geosynthetically-reinforced soil (GRS) walls . Colorado Department of Transportation, Applied Research Innovation Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)Chang, Nien-Yin, Hien Manh. Nghiem and Shing-Chun T. 1951- Wang. 2020. Analyze and Validate Bearing Pressure Requirements for Truncated Base Mechanically-stabilized Earth/geosynthetically-reinforced Soil (GRS) Walls. Colorado Department of Transportation, Applied Research Innovation Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Chang, Nien-Yin, Hien Manh. Nghiem and Shing-Chun T. 1951- Wang. Analyze and Validate Bearing Pressure Requirements for Truncated Base Mechanically-stabilized Earth/geosynthetically-reinforced Soil (GRS) Walls Colorado Department of Transportation, Applied Research Innovation Branch, 2020.
MLA Citation, 9th Edition (style guide)Chang, Nien-Yin., Hien Manh Nghiem, and Shing-Chun T. 1951- Wang. Analyze and Validate Bearing Pressure Requirements for Truncated Base Mechanically-stabilized Earth/geosynthetically-reinforced Soil (GRS) Walls Colorado Department of Transportation, Applied Research Innovation Branch, 2020.
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Grouping Information
| Grouped Work ID | a978753c-c82c-5eba-989c-fc8007bfba76-eng |
|---|---|
| Full title | analyze and validate bearing pressure requirements for truncated base mechanically stabilized earth geosynthetically reinforced soil grs walls |
| Author | chang nien yin |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-04-27 02:54:16AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Jul 19, 2022 |
| Last Used | Feb 14, 2024 |
Marc Record
| First Detected | Mar 02, 2020 12:00:00 AM |
|---|---|
| Last File Modification Time | Jul 31, 2021 08:02:53 AM |
MARC Record
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| 003 | OCoLC | ||
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| 008 | 200302s2020 couab obt s000 0 eng d | ||
| 035 | |a (OCoLC)1142634712 | ||
| 040 | |a DDB|b eng|e rda|c DDB|d UtOrBLW | ||
| 043 | |a n-us-co | ||
| 049 | |a DDBA | ||
| 086 | |a TRA2.10/20-01/INTERNET | ||
| 086 | |a TRA2.10/20-01/INTERNET|2 codocs | ||
| 100 | 1 | |a Chang, Nien-Yin. | |
| 245 | 1 | 0 | |a Analyze and validate bearing pressure requirements for truncated base mechanically-stabilized earth/geosynthetically-reinforced soil (GRS) walls|h [electronic resource] /|c Nien-Yin Chang, Hien Manh Nghiem, Shing Chun Wang. |
| 264 | 1 | |a Denver, CO :|b Colorado Department of Transportation, Applied Research Innovation Branch,|c 2020. | |
| 300 | |a 1 online resource ( pages) :|b illustrations (some color), map | ||
| 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 "February 2020." | ||
| 500 | |a "Prepared in cooperation with the US Department of Transportation, Federal Highway Administration." | ||
| 504 | |a Includes bibliographical references. | ||
| 520 | |a Truncated base mechanically stabilized earth walls are the MSE walls with narrow base excavation length and steep excavation slope designed to save construction cost while pushing the technological envelope of geosynthetic reinforcement development. A wall with truncated geometry of a narrow base length and steep excavation slope can significantly increase its base bearing pressure. | ||
| 536 | |a Report No.|f CDOT-2020-01 | ||
| 588 | |a Online resource; title from PDF cover (viewed March 2020) | ||
| 650 | 0 | |a Soil mechanics|z Colorado. | |
| 650 | 0 | |a Bridges|z Colorado|x Foundations and piers|x Design and construction. | |
| 700 | 1 | |a Nghiem, Hien Manh. | |
| 700 | 1 | |a Wang, Shing-Chun T.|q (Shing-Chun Trevor),|d 1951- | |
| 710 | 1 | |a Colorado.|b Department of Transportation.|b Applied Research and Innovation Branch. | |
| 710 | 1 | |a United States.|b Federal Highway Administration. | |
| 856 | 4 | 1 | |u http://hdl.handle.net/11629/co:32443_tra2102001internet.pdf|z Access online |
| 907 | |a .b10685170|b 10-24-20|c 03-02-20 | ||
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