Seismic design and analysis of underground
01/10/2001· An analytical procedure is presented for evaluating the stresses in linings of bored tunnels caused by kinematic soillining interaction. Three cases of planestrain interaction are treated as produced by 1 relaxation of in situ soil stresses near a lining following its installation, 2 overburden pressure at the soil surface, and 3 two dimensional free field soil response normal to






































