Study on the Deterioration Mechanism of Concrete Pavement for the Deicer-scaling
The mechanical properties of concrete pavement were studied under the various frost-salt conditions using Capillary Suction of De-icing Chemicals and Freeze-thaw Test Method (CDF method). The test results show that: with the increasing of freeze-thaw cycles, concrete surface damage has a tendency to...
Պահպանված է:
| Հրատարակված է: | The Open Civil Engineering Journal |
|---|---|
| Հիմնական հեղինակ: | |
| Այլ հեղինակներ: | , |
| Ձևաչափ: | Հոդված |
| Լեզու: | անգլերեն |
| Հրապարակվել է: |
Bentham Science Publishers
2015
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| Խորագրեր: | |
| Առցանց հասանելիություն: | https://doi.org/10.2174/1874149501509010120 |
| Ցուցիչներ: |
Չկան պիտակներ, Եղեք առաջինը, ով նշում է այս գրառումը!
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| _version_ | 1878919712996327425 |
|---|---|
| author | Li Jun |
| author2 | Peiwei Gao Hongwei Liu |
| author_browse | Hongwei Liu Li Jun Peiwei Gao |
| author_facet | Li Jun Peiwei Gao Hongwei Liu |
| author_sort | li jun |
| collection | OpenAlex (Petróleo y Energía) |
| container_title | The Open Civil Engineering Journal |
| description | The mechanical properties of concrete pavement were studied under the various frost-salt conditions using Capillary Suction of De-icing Chemicals and Freeze-thaw Test Method (CDF method). The test results show that: with the increasing of freeze-thaw cycles, concrete surface damage has a tendency to accelerate. The concrete which is in a 5% concentration chloride snow-thawing agent solution has the greatest impact damage after 150 frost-salt cycles compared with soaking in other different densities (3%, 20%). Mixing appropriate amount of silica fume and high-performance air-entraining agent in concrete can effectively improve the resistance of frost-salt scaling. With the frost-salt cycles increase, the concrete strength and the relative dynamic elastic modulus continues to decrease. |
| doi_str_mv | 10.2174/1874149501509010120 |
| first_indexed | 2026-10-13T07:44:32Z |
| format | Article |
| id | openalex-W4251782948 |
| language | English |
| last_indexed | 2026-10-13T07:44:32Z |
| publishDate | 2015 |
| publishDateSort | 2015 |
| publisher | Bentham Science Publishers |
| publisherStr | Bentham Science Publishers |
| record_format | oai_dc |
| spelling | Study on the Deterioration Mechanism of Concrete Pavement for the Deicer-scaling Li Jun Peiwei Gao Hongwei Liu Concrete Corrosion and Durability Smart Materials for Construction Concrete Properties and Behavior concrete pavements freeze-thaw cycles capillary suction silica fume concrete strength dynamic modulus of elasticity deterioration mechanisms The mechanical properties of concrete pavement were studied under the various frost-salt conditions using Capillary Suction of De-icing Chemicals and Freeze-thaw Test Method (CDF method). The test results show that: with the increasing of freeze-thaw cycles, concrete surface damage has a tendency to accelerate. The concrete which is in a 5% concentration chloride snow-thawing agent solution has the greatest impact damage after 150 frost-salt cycles compared with soaking in other different densities (3%, 20%). Mixing appropriate amount of silica fume and high-performance air-entraining agent in concrete can effectively improve the resistance of frost-salt scaling. With the frost-salt cycles increase, the concrete strength and the relative dynamic elastic modulus continues to decrease. Bentham Science Publishers The Open Civil Engineering Journal 10.2174/1874149501509010120 OpenAlex (Petróleo y Energía) |
| spellingShingle | Study on the Deterioration Mechanism of Concrete Pavement for the Deicer-scaling Li Jun Concrete Corrosion and Durability Smart Materials for Construction Concrete Properties and Behavior concrete pavements freeze-thaw cycles capillary suction silica fume concrete strength dynamic modulus of elasticity deterioration mechanisms |
| title | Study on the Deterioration Mechanism of Concrete Pavement for the Deicer-scaling |
| title_full | Study on the Deterioration Mechanism of Concrete Pavement for the Deicer-scaling |
| title_fullStr | Study on the Deterioration Mechanism of Concrete Pavement for the Deicer-scaling |
| title_full_unstemmed | Study on the Deterioration Mechanism of Concrete Pavement for the Deicer-scaling |
| title_short | Study on the Deterioration Mechanism of Concrete Pavement for the Deicer-scaling |
| title_sort | study on the deterioration mechanism of concrete pavement for the deicer-scaling |
| topic | Concrete Corrosion and Durability Smart Materials for Construction Concrete Properties and Behavior concrete pavements freeze-thaw cycles capillary suction silica fume concrete strength dynamic modulus of elasticity deterioration mechanisms |
| topic_facet | Concrete Corrosion and Durability Smart Materials for Construction Concrete Properties and Behavior concrete pavements freeze-thaw cycles capillary suction silica fume concrete strength dynamic modulus of elasticity deterioration mechanisms |
| url | https://doi.org/10.2174/1874149501509010120 |