本研究以地工織布單層縫製成直徑1.7m，長12m 足尺之地工沙管充填水庫淤泥探討沙腸管之含水量及變形。另外，採用直徑0.17m、長1.2m 小尺寸之沙腸管充填淤泥探討其堆疊後的穩定性。在足尺寸及小尺寸的試驗之前也進行淤泥物理性質之探討。
　　足尺寸地工沙腸管試驗顯示出淤泥的含水量能在充填後快速減少，且自沙腸管內之滲出液中固體之濃度相當低。試驗結果顯示地工沙腸管在堆疊時層與層間舖設地工格網圍束管體時可增加堆疊體之穩定性。因此，利用地工沙腸管充填淤泥堆疊壩堤為一有效之淤泥就地處理之可行的新方法。

　　Full-scale tests were performed to investigate the effluent and deformation of a 1.7mf , 12m-long woven geotextile tube containing dredged material.Some reduce-scaled model tests using 0.17mf , 1.2m-long woven geotextile tubes containing dredged material were also performed to investigate the stability of stacked geotextile tubes. Physical properties of the dredged material have been examined thoroughly prior to the full-scale and model tests.

　　Results of full-scale tests showed that water content of the dredged material decreased rapidly after the completion of filling. The concentration of suspended solids in the effluent was very low. Results of model testsshowed that the stability of stacked geotextile tubes can be effectively increased by placing geogrids between the layers of tube. Therefore, dams constructed using stacked geotextile tubes appears to be a feasible way for containing the dredged material.

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