摘要
收缩应力及温度应力是大体积混凝土产生裂缝的主要原因。首先对大体积混凝土的温度裂缝控制进行了探讨 ,并在工程实际中加以实践。
Shrink and temperatur stresses are the main causes of cracking in large volume concrete. In this paper, the authors work on the controlling of large volume concrete, and have practised the research result in real engineering.
出处
《解放军理工大学学报（自然科学版）》
EI
2000年第5期90-93,共4页
Journal of PLA University of Science and Technology(Natural Science Edition)
关键词
大体积混凝土
温度
裂缝
large volume concrete
temperature
cra
