本研究結合簡化分析與動態土壤-結構互制數值模擬，探討沉箱式碼頭模型在動態模型試驗中之反應，以利沉箱式碼頭之動態模型試驗之模型設計。研究以動態數值模擬探討沉箱式碼頭模型之破壞模式、超額孔隙水壓分佈及土壓力分佈，並探討沉箱底部礫石層對沉箱模型耐震能力及破壞模式之影響。動態數值模擬結果顯示沉箱式碼頭模型破壞模式與過去文獻之研究相符合，沉箱底部有礫石層之沉箱模型在受震時因為背填土壤液化發生向海側的位移與傾倒破壞，沉箱底部無礫石層之沉箱模型在受震時在背填土壤發生液化前即因為沉箱底部砂土之承載力不足而發生向海側之位移與傾倒破壞。數值模擬結果與簡化分析比較發現，簡化分析因未考慮土壤液化造成之位移，位移量小於動態模擬分析結果，因此考慮液化狀態下沉箱需以動態數值模擬才能得到較為精確之位移量。

Simplified analyses and dynamic soil-structure simulations with pore pressure generation are performed to study the seismic responses of caisson type quay walls. The results are implemented to design the details of physical modeling for shaking table tests with soil liquefaction based on the failure modes, spatial variation of excess pore water pressure, and earth pressures along the soil-structure interfaces. The numerical procedure is further extended to evaluate the effects of the rubble base on seismic responses of caisson. The failure modes of the numerical results are similar to published cases. A caisson with rubble base will induce lateral displacement and tilting toward the sea side due to liquefied backfill. Bearing capacity failure will induce for caisson without rubble base. Comparisons between the simplified analyses and numerical simulations indicate that simplified analyses will underestimate the lateral displacements in liquefied cases due to the incapability of taking into account the liquefied conditions. Consequently, numerical simulation is recommended for evaluating the displacement responses of caisson due to seismic loadings and soil liquefaction.

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