A study of the insulating and anti-frost heave effects of polystyrene boards under molded bag concrete conditions
In this study, the channel frost heaving actions in the Hetao irrigation area of Inner Mongolia were examined and a field in-situ test platform was established. Then, experimental investigations were conducted regarding the insulating and anti-freeze effects of polystyrene boards under the condition...
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| Format: | Article |
| Language: | English |
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IWA Publishing
2021-08-01
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| Series: | Water Policy |
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| Online Access: | http://wp.iwaponline.com/content/23/4/1030 |
| _version_ | 1818982030797438976 |
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| author | Fuqiang Guo Gangtie Li Manjin Cheng |
| author_facet | Fuqiang Guo Gangtie Li Manjin Cheng |
| author_sort | Fuqiang Guo |
| collection | DOAJ |
| description | In this study, the channel frost heaving actions in the Hetao irrigation area of Inner Mongolia were examined and a field in-situ test platform was established. Then, experimental investigations were conducted regarding the insulating and anti-freeze effects of polystyrene boards under the conditions of concrete bags with different thicknesses. In this study's experiments, concrete bags with different thicknesses were set, along with a test block of polystyrene boards with different thicknesses. The research results showed that by adding 2–5 cm molded bags, the total accumulated temperature increased in the range of 3.93–9.22% and the frost heave rate decreased by between 18.28 and 55.44% concrete, on the basis of 10 cm molded bag concrete. In addition, when 4–8 cm polystyrene boards were laid, the total accumulated temperature increased by 207.63–272.25%, and the frost heave rate decreased by between 71.43 and 96.6%. The absolute slope of the curve fitting of the frost heave rates and the soil temperatures decreased by 44.6–58.7%. HIGHLIGHTS
The results show that, the biggest bending moment of channel slope is in the 1/3 of canal slope, the biggest shear is in the toe of slope, the biggest bending moment of canal bottom is in the 1/2 of the Canal bottom.;
According to the judgment of Typical Channel, frost heaving damage will occur on the slope and bottom of the South Branch Canal without taking insulation measures.; |
| first_indexed | 2024-12-20T17:40:44Z |
| format | Article |
| id | doaj.art-5cef9dc945934ea9846724c0120678ec |
| institution | Directory Open Access Journal |
| issn | 1366-7017 1996-9759 |
| language | English |
| last_indexed | 2024-12-20T17:40:44Z |
| publishDate | 2021-08-01 |
| publisher | IWA Publishing |
| record_format | Article |
| series | Water Policy |
| spelling | doaj.art-5cef9dc945934ea9846724c0120678ec2022-12-21T19:31:07ZengIWA PublishingWater Policy1366-70171996-97592021-08-012341030104310.2166/wp.2021.127127A study of the insulating and anti-frost heave effects of polystyrene boards under molded bag concrete conditionsFuqiang Guo0Gangtie Li1Manjin Cheng2 College of Desert Control Science and Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China College of Desert Control Science and Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China The Research Institute of Hydraulic Sciences of Inner Mongolia, Hohhot 010060, China In this study, the channel frost heaving actions in the Hetao irrigation area of Inner Mongolia were examined and a field in-situ test platform was established. Then, experimental investigations were conducted regarding the insulating and anti-freeze effects of polystyrene boards under the conditions of concrete bags with different thicknesses. In this study's experiments, concrete bags with different thicknesses were set, along with a test block of polystyrene boards with different thicknesses. The research results showed that by adding 2–5 cm molded bags, the total accumulated temperature increased in the range of 3.93–9.22% and the frost heave rate decreased by between 18.28 and 55.44% concrete, on the basis of 10 cm molded bag concrete. In addition, when 4–8 cm polystyrene boards were laid, the total accumulated temperature increased by 207.63–272.25%, and the frost heave rate decreased by between 71.43 and 96.6%. The absolute slope of the curve fitting of the frost heave rates and the soil temperatures decreased by 44.6–58.7%. HIGHLIGHTS The results show that, the biggest bending moment of channel slope is in the 1/3 of canal slope, the biggest shear is in the toe of slope, the biggest bending moment of canal bottom is in the 1/2 of the Canal bottom.; According to the judgment of Typical Channel, frost heaving damage will occur on the slope and bottom of the South Branch Canal without taking insulation measures.;http://wp.iwaponline.com/content/23/4/1030frost heave ratesheat preservation and anti-freezing technologymolded bag concretepolystyrene board |
| spellingShingle | Fuqiang Guo Gangtie Li Manjin Cheng A study of the insulating and anti-frost heave effects of polystyrene boards under molded bag concrete conditions Water Policy frost heave rates heat preservation and anti-freezing technology molded bag concrete polystyrene board |
| title | A study of the insulating and anti-frost heave effects of polystyrene boards under molded bag concrete conditions |
| title_full | A study of the insulating and anti-frost heave effects of polystyrene boards under molded bag concrete conditions |
| title_fullStr | A study of the insulating and anti-frost heave effects of polystyrene boards under molded bag concrete conditions |
| title_full_unstemmed | A study of the insulating and anti-frost heave effects of polystyrene boards under molded bag concrete conditions |
| title_short | A study of the insulating and anti-frost heave effects of polystyrene boards under molded bag concrete conditions |
| title_sort | study of the insulating and anti frost heave effects of polystyrene boards under molded bag concrete conditions |
| topic | frost heave rates heat preservation and anti-freezing technology molded bag concrete polystyrene board |
| url | http://wp.iwaponline.com/content/23/4/1030 |
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