By James A. Strickland
Size thought sequence
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Effects of large obstacles on tsunami inundations. , Iwasaki, T. ) Tsunamis- Their Science and Engineering, pp. 511–525. Terra Scientific Publishing, Tokyo (1983) 6. : A new form of the Boussinesq equations with improved linear dispersion characteristics, part 2, a slowly-varying bathymetry. Coast. Eng. 18, 183–204 (1992) 7. : Alternative form of Boussinesq equations for near shore wave propagation. J. Waterway Port Coast. Ocean Eng. 119(6), 618–638 (1993) 8. : Computational Fluid–Structure Interaction: Methods and Applications.
As was the case with the structure buried in dry sand, corner cracks were observed for the structure in saturated sand. Such deformation was mainly caused by the force acting on the top slab as shown in Fig. 24, which was acquired from the metal structure buried in the saturated sand. This figure also shows that the increase of the horizontal earth pressure mentioned above has little influence on the shear deformation of the structure. The horizontal earth pressure was acting on both sides, in effect almost canceling each other.
Centrifuge 94, 77–82 (1994) 16. : Grain and model size effects in centrifuge models of granular slope instability. Centrifuge 91, 583–590 (1991) 17. : Seismic performance of a caisson type seawall with an armored embankment. In: Proceedings of the International Conference Centrifuge, vol. 98, pp. 351–358 (1998) 18. : Experimental performance of a seawall model under seismic conditions. Soils Found. 40–6, 77–91 (2000) 19. : Prediction method on deformation behavior of caissontype seawalls covered with armored embankment on man-made islands during earthquakes.