水工圆形隧洞围岩衬砌摩擦滑动接触的新解法 1)
尹崇林(
),吕爱钟
),吕爱钟
A NEW SOLUTION FOR FRICTIONAL SLIP CONTACT BETWEEN SURROUNDING ROCK AND LINING IN A HYDRAULIC CIRCULAR TUNNEL 1)
Yin Chonglin(),Lü Aizhong
),Lü Aizhong
图1. 原始地应力和静水压力共同作用下深埋圆形衬砌隧洞
Fig. 1. Lined circular tunnel under in situ stresses and uniform hydrostatic pressure
