Construction and design soil property correlation
(eBook)
Author
Contributors
Published
Denver, CO : Colorado Department of Transportation, Applied Research and Innovation Branch, 2020.
Physical Desc
1 online resource (xi, 94 pages) : illustrations
Status
Description
Loading Description...
Also in this Series
Checking series information...
More Copies In Prospector
Loading Prospector Copies...
More Details
Format
eBook
Language
English
Notes
General Note
"July 2020."
General Note
"Report No. CDOT-2020-10" --Cover.
General Note
"Report no. 2020-07." --Title page.
General Note
"Prepared in cooperation with the US Department of Transportation, Federal Highway Administration."
Bibliography
Bibliography: pages 92-94.
Type of Report an Period Covered
Final report.
Description
Proper structural design of pavement systems requires knowing the resilient modulus of the soil as this parameter is a proven predictor of the stress-dependent elastic modulus of soil materials under traffic loading. In addition, the R-value test is conducted using a device called a stabilometer, where the material's resistance to deformation is expressed as a function of the ratio of the transmitted lateral pressure to that of the applied vertical pressure. Both tests are expensive and time consuming; however, establishing accurate and reliable correlations between the test results and the soil's physical properties, in lieu of laboratory testing, can save a considerable amount of time and money in the analysis and quality control process. For these reasons, correlations are typically used for estimating the resilient modulus and R-value for soils. The variability of a given soil type in different regions and states requires developing modified and specific correlations for each state based on statistical analysis of the statewide soil data collected. The main goal of this research study was to develop correlations among R-value, Resilient modulus, and soil's basic properties for available AASHTO soil types in databases in Colorado.
Citations
APA Citation, 7th Edition (style guide)
Fragomeni, C. 1., & Hedayat, A. (2020). Construction and design soil property correlation . Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)Fragomeni, Cara 1998- and Ahmadreza. Hedayat. 2020. Construction and Design Soil Property Correlation. Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Fragomeni, Cara 1998- and Ahmadreza. Hedayat. Construction and Design Soil Property Correlation Colorado Department of Transportation, Applied Research and Innovation Branch, 2020.
MLA Citation, 9th Edition (style guide)Fragomeni, Cara 1998-, and Ahmadreza Hedayat. Construction and Design Soil Property Correlation Colorado Department of Transportation, Applied Research and Innovation Branch, 2020.
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
8b3cbcf8-e8ff-cff0-c72f-0319cf0ec2fd-eng
Grouping Information
| Grouped Work ID | 8b3cbcf8-e8ff-cff0-c72f-0319cf0ec2fd-eng |
|---|---|
| Full title | construction and design soil property correlation |
| Author | fragomeni cara |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-04-27 02:13:48AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Jun 23, 2022 |
| Last Used | Apr 30, 2024 |
Marc Record
| First Detected | Jan 13, 2021 12:00:00 AM |
|---|---|
| Last File Modification Time | Jul 31, 2021 08:50:58 AM |
MARC Record
| LEADER | 03327nam a2200493Ii 4500 | ||
|---|---|---|---|
| 001 | on1230567201 | ||
| 003 | OCoLC | ||
| 005 | 20210113043253.0 | ||
| 007 | cr ||||||||||| | ||
| 008 | 210113s2020 coua o s000 0 eng d | ||
| 035 | |a (OCoLC)1230567201 | ||
| 040 | |a DDB|b eng|e rda|c DDB|d UtOrBLW | ||
| 043 | |a n-us-co | ||
| 049 | |a DDBA | ||
| 086 | |a TRA2.10/20-10/INTERNET | ||
| 086 | |a TRA2.10/20-10/INTERNET|2 codocs | ||
| 100 | 1 | |a Fragomeni, Cara|q (Cara Leigh),|d 1998- | |
| 245 | 1 | 0 | |a Construction and design soil property correlation|h [electronic resource] /|c by Cara Fragomeni, Ahmadreza Hedayat. |
| 264 | 1 | |a Denver, CO :|b Colorado Department of Transportation, Applied Research and Innovation Branch,|c 2020. | |
| 300 | |a 1 online resource (xi, 94 pages) :|b illustrations | ||
| 336 | |a text|b txt|2 rdacontent | ||
| 336 | |a still image|b sti|2 rdacontent | ||
| 336 | |a cartographic image|b cri|2 rdacontent | ||
| 337 | |a computer|b c|2 rdamedia | ||
| 338 | |a online resource|b cr|2 rdacarrier | ||
| 500 | |a "July 2020." | ||
| 500 | |a "Report No. CDOT-2020-10" --Cover. | ||
| 500 | |a "Report no. 2020-07." --Title page. | ||
| 500 | |a "Prepared in cooperation with the US Department of Transportation, Federal Highway Administration." | ||
| 504 | |a Bibliography: pages 92-94. | ||
| 513 | |a Final report. | ||
| 520 | |a Proper structural design of pavement systems requires knowing the resilient modulus of the soil as this parameter is a proven predictor of the stress-dependent elastic modulus of soil materials under traffic loading. In addition, the R-value test is conducted using a device called a stabilometer, where the material's resistance to deformation is expressed as a function of the ratio of the transmitted lateral pressure to that of the applied vertical pressure. Both tests are expensive and time consuming; however, establishing accurate and reliable correlations between the test results and the soil's physical properties, in lieu of laboratory testing, can save a considerable amount of time and money in the analysis and quality control process. For these reasons, correlations are typically used for estimating the resilient modulus and R-value for soils. The variability of a given soil type in different regions and states requires developing modified and specific correlations for each state based on statistical analysis of the statewide soil data collected. The main goal of this research study was to develop correlations among R-value, Resilient modulus, and soil's basic properties for available AASHTO soil types in databases in Colorado. | ||
| 588 | |a Online resource; title from PDF cover (viewed January 2021) | ||
| 650 | 0 | |a Soil mechanics|z Colorado. | |
| 650 | 0 | |a Bridges|z Colorado|x Foundations and piers|x Design and construction. | |
| 700 | 1 | |a Hedayat, Ahmadreza. | |
| 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 | 0 | |u http://hdl.handle.net/11629/co:34203_tra2102010internet.pdf|z Access online |
| 907 | |a .b11199970|b 02-04-21|c 01-13-21 | ||
| 945 | |g 1|j 0|l csdig|o -|p $0.00|q -|r -|s j |t 0|u 0|v 0|w 0|x 0|y .i11940578|z 01-13-21 | ||
| 994 | |a C0|b DDB | ||
| 998 | |a cs|b 01-13-21|c m|d a |e -|f eng|g cou|h 0|i 0 | ||
| 998 | |a cs|b 01-13-21|c m|d a |e -|f eng|g cou|h 0|i 1 | ||
.png)