Effect of pore water pressure on tunnel
✍
A. Bobet
📂
Article
📅
2003
🏛
Elsevier Science
🌐
English
⚖ 823 KB
The support of underground structures must be designed to withstand static overburden loads as well as seismic loads. New analytical solutions for a deep tunnel in a saturated poroelastic ground have been obtained for static and seismic loading. The static solution accounts for drainage and no-drain