摘要
随着隧道技术的发展,盾构隧道成为城市地下工程施工的主要施工方法,而盾构在推进过程中开挖面稳定性的研究未能引起关注,本文就开挖面稳定性的研究方法作出评析与比较,从而更好地指导开挖面稳定性的研究工作。
Along with the technical development in tunneling, shield tunneling has become a main method of constructing underground work in urban areas, but the research of face stability at shields tunneling during excavation has not been regarded. So this paper evaluates and compares the research methods of face stability, which will be an instruction for the research work of face stability.
出处
《地下空间与工程学报》
CSCD
2005年第1期117-119,共3页
Chinese Journal of Underground Space and Engineering