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半刚性基层沥青路面施工期开裂分析
引用本文:张巧玲,彭淑华,孙旭光. 半刚性基层沥青路面施工期开裂分析[J]. 青岛理工大学学报, 2005, 26(4): 119-121
作者姓名:张巧玲  彭淑华  孙旭光
作者单位:青岛广播电视大学,理工教研部,青岛,266012;青岛市东吴房地产有限公司,青岛,266033;青岛市崂山区房地产交易中心,青岛,266101
摘    要:从半刚性基层材料———水泥稳定土、石灰稳定土、石灰工业废渣稳定土入手,对半刚性基层材料的湿胀干缩性和热胀冷缩性进行了分析,对施工期沥青面层的温缩裂缝、反射裂缝和对应裂缝进行分析,得出沥青路面施工期出现开裂的主要原因.

关 键 词:半刚性基层  沥青路面  开裂
修稿时间:2005-04-12

Analysis of Construction Limit Time for Semi-rigid Base Course
ZHANG Qiao-Ling,Peng Shu-hua,SUN Xu-guang. Analysis of Construction Limit Time for Semi-rigid Base Course[J]. Journal of Qingdao Technological University, 2005, 26(4): 119-121
Authors:ZHANG Qiao-Ling  Peng Shu-hua  SUN Xu-guang
Affiliation:Zhang Qiao-ling~1,Peng Shu-hua~2,Sun Xu-guang ~3
Abstract:Beginning with the semi-rigid base course, the steady-soil of cement, the steady-soil of lime and the steady-soil of waste residue, the paper analyzes the cracks of semi-rigid bituminous pavement caused by the wet-swell and dry-draw, the hot-swell and cold shrinkage. Cracks caused by the temperature drop, reflex-crack and correspondence-crack in construction are also analyzed.The asphalt pavement cracks in construction period are found out. It has certain practical application reference value for the construction of bituminous pavement.
Keywords:semi-rigid base course  asphalt pavement   crack analysis
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