摘要
以上海市外环线沉管隧道工程为依托,对其管段混凝土温度等进行监测,把现场测试数据与理论计算进行对比,得出了混凝土温升的规律以及防止裂缝产生的措施。
The temperature rise law of concrete and measures of protecting from crack are con- cluded through the comparison of the on-site testing data, which is obtained from monitoring the temperature of the concrete segment in Shanghai Outer Ring Immersed Tunnel Project, and the theoretical calculation.
出处
《地下工程与隧道》
2001年第4期30-34,共5页
Underground Engineering and Tunnels
