Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/15920
標題: 貫入法在淤泥固化土體強度檢測上之應用
Use of the Penetration Method to Evaluate of the Strength of Reservoir Silt solidified with cement
作者: 林建宏
Lin, Chien Hung
關鍵字: Penetration Method
貫入法
Reservoir Silt
Strength
淤泥
固化
強度檢側
出版社: 土木工程學系所
引用: 1.高忠愛、吳天寶、郉夢蘭,「廢棄物處理技術」,科技圖書股份有限公司,1995年7月。 2.「石門水庫淤積浚渫處理情形」,經濟部水利署研究報告,2003年。 3.許盈松,「水庫淤沙再生資源技術研究(2/4)期末報告」,經濟部水利署,2003。 4.顏聰、黃兆龍等,「水庫淤泥輕質骨材產製及輕質骨材混凝土應用與推廣-分項計畫三:水庫淤泥輕質骨材混凝土應用研究」,內政部建研所,2003。 5.「白河水庫淤積清理規劃」,經濟部水利處,2001。 6.「水庫清淤方法分析規範」,經濟部水資源局,1997。 7.「水庫淤積浚渫成本效益評析研究」,經濟部水利署,2002。 8.Shigeru Tani, Shinji Fukushima, Akira Kitajima, Kohji Nishimoto, “Design method to reinforce old fill-dam embankment using cement-mixed muddy soil,” Bulletin of the National Institute for Rural Engineering No. 45, 2006. 9.Shigeru Tani, Shinji Fukushima, Akira Kitajima, Kohji Nishimoto, “Applicability of Cement-Stabilized Mud Soil as Embankment Material,” Journal of ASTM International, Vol. 3, No. 7 Paper ID JAI13354, 2006. 10.Takashi Tsuchida, Ali Porbaha, and Nobuyuki Yamane, “Development of a Geomaterial from Dredged Bay Mud.” J. Mat. in Civ. Engrg., Volume 13, Issue 2, pp. 152-160, 2001 11.邱啟東,「營建污泥拌製控制性低強度材料可行性之研究」,台灣科技大學碩士論文,2001年。 12.林宜清、陳豪吉等,「現地開挖土壤之回收利用 – CLSM」,經濟部水利署成果報告, 2005年。 13.林宜清、陳豪吉等,「預拌土壤材料(RMSM)之應用與品管研究」,經濟部水利署成果報告,2006年。 14.周永祥、閻培渝,「土壤加固技術及其發展」,鐵道科學與工程學報,第3卷,第4期,2006年8月。 15.Wieslawa,N.W. and Malolepszy,J.Application of calorimetry in studies of the immobilization of heavy metals in cementitious materials.Thermochimica Acta,269/270(20),613-619,(1995). 16.Minocha,A.K.,Jain,N.and Verma,C.L.,Effect of organic materials on the solidification of heavy metal sludge.Construction and Building Materials. (2003). 17.ASTM C805 (1992), "Standard Test Method for Rebound Number of Hardened Concrete," Annual Book of ASTM Standards, Vol. 04.02. 18.ASTM C803 (1992), "Standard Test Method for Penetration Resistance of Hardened Concrete," Annual Book of ASTM Standards, Vol. 04.02. 19.ASTM C1150 (1992), "Standard Test Method for the Break-Off Number of Concrete," Annual Book of ASTM Standards, Vol. 04.02. 20.ASTM C900 (1999), "Standard Test Method for Pullout Strength of Hardened Concrete," Annual Book of ASTM Standards, Vol. 04.02 21.BSI, 1992, “Recommendations for the Assessment of Concrete Strength by Near-to-Surface Tests,” BS 1881, Part 207, British Standards Institute. 22.ASTM C597 (1992), "Standard Test Method for Pulse Velocity through Concrete," Annual Book of ASTM Standards, Vol. 04.02. 23.ASTM C1074 (1992), "Standard Practice for Estimating Concrete Strength by the Maturity Method," Annual Book of ASTM Standards, Vol. 04.02. 24.ASTM C873 (1992), "Test Method for Compressive Strength of Concrete Cylinders Cast in Place in Cylindrical Molds," Annual Book of ASTM Standards, Vol. 04.02 25.林宜清教授,混凝土非破壞檢測。 26.王櫻茂,工程材料學。 27.林衍岑,貫入法在預拌土壤材料(RMSM)強度檢測上之應用,國立中興大學土木工程學系碩士論文,2006/7。 28.梅家華,貫入法與反彈鎚法在添加粗粒料預拌土壤材料強度檢測上之應用,國立中興大學土木工程學系碩士論文,2007/7。
摘要: 台灣近幾年已針對水庫淤泥進行多項前導性之研究,希望能藉由大量消化淤泥的績效,達成提升水庫蓄水量的效益,從而減少新水庫的開發。因此,發展適合台灣淤泥固化的技術,擴展淤泥之應用方向,實有其必要性。本論文目的在於探討聚丙烯醯胺對淤泥脫水固化之影響及開發貫入技術作為淤泥固化後強度檢驗用,試驗結果顯示,添加聚丙烯醯胺固化劑對淤泥固化土之脫水能力極其明顯,能對淤泥進行有效脫水固化以便搬運,但對固化土體之強度貢獻不大,需與水泥搭配使用方能使淤泥固化土體具有強度。本論文參考混凝土強度檢測用之貫入抵抗法(ASTM C803),加以改良使其適用低強度固化後之水庫淤泥土體,作為固化後水庫淤泥現地強度檢測法,其試驗結果顯示貫入狀況相當穩定,數據具有相當程度的可靠度。根據分析結果,配比變化對貫入試驗的穩定度影響不大。
Several inductive researches on reservoir silt have been conducted in Taiwan recently. It is hoped that by decreasing a huge amount of reservoir silt, the water of a dam can retain more and even decrease the need for new dams. Therefore, it is essential to develop proper techniques for concreting silt and extend the application of silt. The objectives of this thesis are to investigate the effect of polyacrylamide on water reduction during solidification of silt and to apply the penetration resistance technique to evaluation of the strength of the solidified silt. Experimental results show that adding polyacrylamide to silt enhances its dehydrated ability to the point of easy transportation. Nevertheless, it does not contribute a lot to the strength of solidified silt unless cement is also used. We adapt the penetration resistance method (ASTM C803) to apply to low strength solidified silt, hoping to be suitable for in-place test. A good relationship between the exposed length and the compressive strength of solidified silt was obtained. The results also show that the variation in mixture proportions of solidified silt does not have a significant effect on the exposed length and strength relationship.
URI: http://hdl.handle.net/11455/15920
其他識別: U0005-0408200912432000
文章連結: http://www.airitilibrary.com/Publication/alDetailedMesh1?DocID=U0005-0408200912432000
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