Deep buried drainage shield tunnels have the characteristics of large buried depth and high inner water pressure. The load effect of high inner water pressure and large earth pressure causes the increase of bending moment and decrease of axial force in the joint section. To meet the requirements of bearing capacity and deformation of lining structures, high stiffness segmental joints (HSSJs) wi…
TRR 1159 Prefabricated Vertical Drains and Pavement Drainage Systems
Stability and Performance of Slopes and Embankments
Stability and Performance of Slopes and Embankments
Proceedings of the Eastern Asia Society for Transportation Studies, volume 2