摘要
就盾构施工对软粘土的扰动机理进行了分析 ,并用现场测试的比贯入阻力和孔隙水压力来验证 。
The mechanism of disturbance caused due to shield tunnelling is analysed and verified by using the specific penetration resistance and the pore pressure gained from site test on soft clays, which is a feasible and effective way to study the disturbance of soil mass during tunnel construction.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2000年第3期277-281,共5页
Journal of Tongji University:Natural Science
基金
国家自然科学基金资助项目! (5 973816 0 )
