Field investigation of pavement rehabilitation utilizing cold in-place recycling
• In areas with less than 90% compaction the final strength of recycled layer was about 10–20% less than the design specifications. • In areas with the average CBR of less than 5% cold recycling method was not successful. • Cold recycling was not successful in weak subgrade conditions with elastic m...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Modarres, Amir [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2014 |
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| Schlagwörter: |
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| Umfang: |
9 |
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| Übergeordnetes Werk: |
Enthalten in: High value utilization of inferior diesel for BTX production: Mechanisms, catalysts, conditions and challenges - Chen, Feng ELSEVIER, 2021, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:83 ; year:2014 ; pages:112-120 ; extent:9 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.resconrec.2013.12.011 |
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| 520 | |a • In areas with less than 90% compaction the final strength of recycled layer was about 10–20% less than the design specifications. • In areas with the average CBR of less than 5% cold recycling method was not successful. • Cold recycling was not successful in weak subgrade conditions with elastic modulus of less than 55–70MPa. • The minimum requirements for back calculated subbase and base modulus was 150MPa. • A design flowchart was presented based on available valid instructions and findings of this research. | ||
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• In areas with less than 90% compaction the final strength of recycled layer was about 10–20% less than the design specifications. • In areas with the average CBR of less than 5% cold recycling method was not successful. • Cold recycling was not successful in weak subgrade conditions with elastic modulus of less than 55–70MPa. • The minimum requirements for back calculated subbase and base modulus was 150MPa. • A design flowchart was presented based on available valid instructions and findings of this research. |
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• In areas with less than 90% compaction the final strength of recycled layer was about 10–20% less than the design specifications. • In areas with the average CBR of less than 5% cold recycling method was not successful. • Cold recycling was not successful in weak subgrade conditions with elastic modulus of less than 55–70MPa. • The minimum requirements for back calculated subbase and base modulus was 150MPa. • A design flowchart was presented based on available valid instructions and findings of this research. |
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• In areas with less than 90% compaction the final strength of recycled layer was about 10–20% less than the design specifications. • In areas with the average CBR of less than 5% cold recycling method was not successful. • Cold recycling was not successful in weak subgrade conditions with elastic modulus of less than 55–70MPa. • The minimum requirements for back calculated subbase and base modulus was 150MPa. • A design flowchart was presented based on available valid instructions and findings of this research. |
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