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신성호,박용원,김병일 明知大學校 産業技術硏究所 1997 産業技術硏究所論文集 Vol.16 No.-
When structures are constructed on soft ground, the counterplans have to be considered since the ground cylindrical slip failure by embankment, excessive settlement and lateral displacement cause the damage to structures and underground objects. In this study the lateral displacement are compared with the minimum safety factor that is considered by cylindrical slip failure for not-treated ground, Pack Drain treated ground and SCP treated ground. Numerical results show that the design of embankment by lateral displacement criteria is safer than that by safety factor of cylindrical failure. In considered larger than 1.8. when an important structure is designed, allowable lateral displacement for design of embankment has to be considered since every structure has different allowable lateral displacement.