摘要
应用混凝土结构的温度收缩裂缝控制理论,对1.8m厚筏板基础大体积混凝土进行计算分析,为筏板基础的顺利施工提供理论依据以及温度裂缝控制措施。
Based on the theory about crack-control in concrete structure caused by temperature and shrinkage , the paper analyses the 1.8m thick mass concrete of the raft foundation and provides theoretical basis and control measures for the construction of the raft foundation.
出处
《低温建筑技术》
2011年第1期122-124,共3页
Low Temperature Architecture Technology
