2009 年 55A 巻 p. 435-448
Under water shake table test and 2-dimensional effective stress seismic response analyses were conducted to investigate the behavior of cellular-bulkhead qway wall structure model. The results show that the settlement and horizontal displacement of bulkhead was caused by shear strain accumulation of cell fills. Results of dynamic response analysis is almost agreement with those of the shaking table test. Seimic performance of cellular-bulk head qway wall is verified.