摘要
应用热力学理论,对百家岭隧道混凝土的硫酸盐侵蚀、碳酸盐侵蚀等进行了计算,分析了病害产生的原因,提出了相应的预防措施。
The sulfate and carbonate corrosions to the concrete at Baijialing tunnel are calculated by applying thermodynamics theory. The causes for the failures are analyzed and the corresponding precautionary measures put forward.
出处
《中国铁路》
1999年第8期29-31,共3页
China Railway
