摘要
介绍了江阴长江公路大桥北锚群１：１００的相似材料模型试验，根据观测结果探讨了实际结构的变形机制和破坏失稳形式，并提出了旨在加强锚碇结构与相邻地层稳定状况的地基加固措施，以及有关结构选型、埋置深度等关键技术问题的结论意见．
This paper introduces the 1:100 model test of the north anchorage of the Yangtze Bridge in Jiangyin,Jiangsu Province.The mechanism and collapse ofthe structure are simulated and evaluated on the basis of the observation data.The consideration on the foundation reinforcement to strengthen the anchorage and its adjacent strata,and the conclusions of the key problems about the selection and depth of the anchorage arc presented.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
1995年第2期134-140,共7页
Journal of Tongji University:Natural Science
