摘要
山西省万家寨引黄工程南干1#隧洞在贯通后仅14d就出现了裂缝。这对于绝大多数处于地下的引黄工程来说虽然是个特例,但随着今后地面工程的依次展开,混凝土早期表面保护问题应当引起重视。本文以实测资料为依据,对导致温度裂缝发生的各个方面原因作了分析。为此,期待围绕这一问题的种种歧见得以廓清。
The concrete crack,in No.1 tunnel of the South Main Line of the YRDP,occurred on only 14th day after breakthrough.In this paper,based on the data obtained by in situ measurement,the cause of the concrete crack is analysed.Finally,some suggestion for avoiding cracking are given.The break through time:October 27,1997.
出处
《山西水利科技》
1998年第S1期15-17,共3页
Shanxi Hydrotechnics
关键词
隧洞
混凝土裂缝
温度应力
干缩
Concrete Crack\ Tunnel\ Desiccation\ Temperature\ Stress