摘要
对盾构推进引起的周围土体扰动破坏机理进行了理论分析，
Dam aged m echanism ofsoildisturbance caused by shield-driven is theoretically analyzed. Accord- ing to site supervision and static cone penetration test, conclusions draw n from theory analysis are proved.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1999年第6期699-703,共5页
Chinese Journal of Rock Mechanics and Engineering
基金
国家自然科学基金!(59738160)资助
