文章摘要
王怀义, 万连宾, 杨桂权, 贺传卿.碾压沥青混凝土结合面剪切性能试验研究Journal of Water Resources and Water Engineering[J].,2014,25(2):57-60
碾压沥青混凝土结合面剪切性能试验研究
Experiment on shear property of joint surface for roller compacted asphalt concrete
  
DOI:10.11705/j.issn.1672-643X.2014.02.012
中文关键词: 碾压沥青混凝土  结合面  温度  剪切
英文关键词: roller compacted asphalt concrete  joint surface  temperature  shear
基金项目:水利部公益性行业科研专项经费项目(201201037)
Author NameAffiliation
WANG Huaiyi1,2, WAN Lianbin3, YANG Guiquan1,2, HE Chuanqing1,2 (1.新疆水利水电科学研究院, 新疆 乌鲁木齐 830049
2.新疆水利水电材料工程技术研究中心,  新疆 乌鲁木齐 830049
3.新疆额尔齐斯河流域开发工程建设管理局, 新疆 乌鲁木齐 830000) 
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中文摘要:
      在碾压沥青混凝土下部固化层温度低于规范要求的70℃情况下,进行了击实结合试验,通过对结合面上下温度的监测,进行了固定45°角剪切面剪切试验。结果表明:在下层固化层温度处于-10℃和30℃环境下,进行浇筑击实,结合面温度均大于沥青软化点,并且结合良好;其结合面剪应力可达到本体的50%~60%,并且剪切变形——荷载过程有明显的塑性特征。
英文摘要:
      When the curing temperature of roller compacted asphalt concrete is lower than the specification requirements of 70℃, the paper carried out compaction experiment. Through monitoring the temperature above and under combination surface, it carried out shear test of fixed shear surface of 45 degree. The result showes that when the lower curing temperature is at the circumstance of -10℃ and 30℃, the temperature of joint surface is higher than that of softening point of asphalt and combines well by pouring out compaction; the shear stress of joint surface can reach 50%~60% of ontology, and shear deformation and loading process have obvious plastic feature.
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