In order to improve the seismic per

In order to improve the seismic performance of GRS RWs, a new type of
geocell, called square-shaped geocell having straight longitudinal members with
transversal walls at separated locations was developed. The results of previous pullout
tests have clearly shown the effectiveness of newly-developed geocell (square-shaped
geocell) to achieve a higher pullout resistance than both conventional-type geocell
(diamond-shaped geocell) and ordinary geogrid. In this paper, to check whether
square-shaped geocell reinforced soil retaining wall has a substantially high seismic
stability against a large seismic load, two shaking table model tests on reinforced soil
retaining walls by using square-shaped geocell models and geogrid models backfilled in
sandy soil were carried out. And a gravity-type retaining wall model was also tested for
comparison. It is found that square-shaped geocell reinforced soil retaining wall model
exhibited higher seismic performance than geogrid reinforced soil retaining wall model
and gravity-type retaining wall model from the evaluation of residual sliding
displacement of the wall facing, residual overturning angle of the wall facing, settlements
of the backfill and response acceleration of the wall facing. In addition, the determination
of critical acceleration was also discussed.

結果 (繁體中文) 2:

為了提高GRS RW的抗震性能，一個新型的
土工格室，稱為具有直的縱向構件方形土工格室
在分開的位置上的橫向壁被開發。以前的拉拔結果
試驗清楚地表明新開發的土工格室（方形的有效性
土工格室），以實現比常規型土工格室較高的抗拔力
（菱形格室）和普通土工格柵。在本文中，以檢查是否
方形土工格室加筋土擋土牆具有相當高的地震
危害大地震荷載穩定性，對加筋土2振動台模型試驗
保留使用方形土工格室模型和土工格柵模型牆壁回填
沙土壤中進行。和一個重力式擋土牆模型還測試
比較。研究發現，方形土工格室加筋土擋牆模型
表現出較高的抗震性能比土工格柵加筋土擋牆模型
殘餘滑動的評估和重力式擋牆模型
面壁的位移，面壁殘留翻轉角聚居
在牆上面的回填和響應加速。此外，判定
臨界加速度進行了討論。

結果 (繁體中文) 3:

為了提高GRS RWS的抗震性能，一種新型的土工格室，稱為方形的土工格室具有直的縱向構件在分離位置的橫向壁的開發。以前的撤軍的結果試驗表明新開發的土工格室的有效性（方形土工格室）達到比常規型土工格室有較高的抗拔力（菱形格室）和普通土工格栅。在本文中，要檢查加筋土擋土牆具有相當高的地震方形土工格室一次大地震荷載的穩定性，加筋土的兩種振動臺模型試驗擋土牆採用方形的土工格室模型和土工格栅模型回填沙質土壤進行。和重力式擋土牆模型也進行了測試比較。研究發現，加筋土擋土牆模型方形土工格室具有較高的抗震性能比土工格栅加筋土擋牆模型重力式擋土牆模型的剩餘滑動評估牆面位移，牆面剩餘傾覆角，沉降回填和響應加速度的牆面。此外，測定還討論了臨界加速度。