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Cold In-Place Recycle Phase III, Supplemental - Field Protocol: Short Term Field Stability.

机译：冷就地回收第三阶段，补充 - 现场协议：短期现场稳定性。

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CIR has become a useful tool in pavement rehabilitation due to cost savings. UDOT wishes to improve the reliability of the process as well as improve the final outcome. A balance is achieved between fracture durability and rutting resistance by controlling void content and added emulsion. This balance is well reflected in the current mix design method but has proven difficult to achieve in the field. Observation of field methods has pointed toward modifications to the mix design procedure as well as to tests providing same-day feedback to the CIR process.

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作者
VanFrank, K.;
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年度 2015
页码 1-13
总页数 13
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Recycling; Pavement rehabilitation; Rutting resistance; Cold recycling; Field test; Pavement condition; Surface roughness(Pavements); Highway maintenance; Cold in place recycling(CIR);

机译：回收;路面修复;抗车辙;冷再循环;现场试验;路面状况;表面粗糙度（路面）;公路养护;现场冷再生（CIR）;

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专利

1. Long-Term Field Performance of Cold In-Place Recycled Roads in Iowa [J] . Jungyong Joe Kim, Hosin David Lee, Charles T. Jahren Journal of Performance of Constructed Facilities . 2010,第3期

机译：爱荷华州就地冷再生道路的长期现场性能
2. Evaluation of Cold In-Place and Cold Central-Plant Recycling Methods Using Laboratory Testing of Field-Cored Specimens [J] . Alex K. Apeagyei, Brian K. Diefenderfer Journal of materials in civil engineering . 2013,第11期

机译：使用田间带芯标本的实验室测试评估就地和中央植物的冷回收方法
3. Field investigation of pavement rehabilitation utilizing cold in-place recycling [J] . Amir Modarres, Majid Rahimzadeh, Mohsen Zarrabi Resources, Conservation and Recycling . 2014,第Null期

机译：利用现场冷再生进行路面修复的现场调查
4. Short Term Performance of an Innovative Cold In-Place Recycling Technology in Ontario [C] . Annual conference of the Transportation Association of Canada . 2005

机译：安大略省创新冷却地准回收技术的短期表现
5. Field and laboratory investigation of the effect of cold in-place recycled asphalt on transverse cracking. [D] . Lauter, Katherine Anne. 1998

机译：现场和实验室研究了就地冷再生沥青对横向裂缝的影响。
6. Cold In-Place Recycling Asphalt Mixtures: Laboratory Performance and Preliminary M-E Design Analysis [O] . Dongzhao Jin, Dongdong Ge, Siyu Chen, 2021

机译：冷却地回收沥青混合物：实验室性能和初步M-E设计分析
7. Comparing Cold In-Place Recycling (CIR) and Cold In-Place Recycling with Expanded Asphalt Mixture (CIREAM) [O] . Bhavsar Janki 2015

机译：比较就地冷再生（CIR）和就地冷再生与膨胀沥青混合料（CIREAM）
8. Cold In-place Recycling Using Solventless Emulsion – Phase IV (Emulsion Qualification and Long-Term Field Performance). [R] . VanFrank, K., VanMilligen, M., Biel, T. 2016

机译：使用无溶剂乳液的冷原位回收 - 第四阶段（乳液鉴定和长期现场性能）。

Cold In-Place Recycle Phase III, Supplemental - Field Protocol: Short Term Field Stability.

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