Please use this identifier to cite or link to this item:
標題: 控制性低強度材料工程性質之探討
Study of Controlled Low Strength Material Properties
作者: 謝偉祺
Hsieh, Wei-Chi
關鍵字: 控制性;CLSM;低強度;沉陷量;settlement
出版社: 土木工程學系所
引用: 1. 內政部營建署,「控制性低強度材料於土木工程之應用」(2002)。 2. 邱啟東,「營建污泥拌製控制性低強度材料可行性之研究」,國立台灣科技大學碩士論文,90年 3. 吳淵洵,「應用自流性飛灰為土方回填材料之研究」,國科會專題研究計畫報告,新竹(1994)。 4. 吳淵洵,「自流性填方材料之工程性質及其可行性研究」,國科會專題研究計畫報告,新竹(1999)。 5. 柴希文、謝佩昌,「礦物攙料在高流動低強度回填料的應用」,應用礦物攙料提升混凝土品質研討會論文集,第63-90頁,台北(1994)。 6. 賴正義、劉昌民、張玉金,「含煤灰之可流動材料的工程特性」,台電工程月刊,第536期,第1-9頁(1983)。 7. 陳冠群,「自充填混凝土之預力構件行為研究」,國立台灣大學碩士論文,93年。 8. 許富程,「預拌土壤材料配比之開發研究」,國立中興大學碩士論文,95年。 9. 詹簦瑋,「高流動性混凝土力學性質之探討」,國立中興大學碩士論文,97年。 10. Ramme, B. W., “Progress in CLSM: Continuing Innovation,”Concrete International, Vol. 19,No.5,pp.32-33,(1998)。 11. ACI Committee 229,ACI(1994).“Controlled Low Strength Materials(CLSM)(ACI 229R-94),”Concrete International, July 1994,pp 55-64 12. Crouch, L.K., Gamble, R., Brogdon, J.F., and Tucker, C.J., “Use of High-Fines Limestone Screenings as Aggregate for Controlled Low-Strength Materials(CLSM),” The Design and Application of Controlled-Low Strength Materials(Flowable Fill), ASTM STP 1331, A.K.Howard, A.K. and Hitch, J.L., etc., American Society of Testing Materials, pp.45-59,(1998) 13. Ramme, B.W., “Progress in CLSM: Continuing Innovation,” Concrete International, Vol.19,No.5,pp.32-33,(1998). 14. ASTM C143/143M-00, ASTM(2000).“Standard Test Method for Slump of Hydraulic Cement Concrete.”Annual Book of ASTM Standards,pp.89-91. 15. ASTM D6103-97, ASTM(2000).“Standard Test Method for Flow Consistency of Controlled Low Strength Material(CLSM),” Annual Book of ASTM Standards,pp.1089-1091. 16. ASTM D4832-02, ASTM(2003).“Standard Test Method for Preparation and Testing of Controlled Low Strength Material(CLSM) Test Cylinders,”Annual Book of ASTM Standards,pp.874-877. 17. ASTM D6024-02, ASTM(2002).“Standard Test Method for Ball Drop on Controlled Low Strength Material(CLSM) to Determine Suitability for Load Application,”Annual Book of ASTM Standards,pp.1585-1589.

For the pipeline backfill material, to improve the road using CLSM backfill quality of service, monitoring the Settlement amount of CLSM to compare the usefulness. CLSM is a material with high water-cement mixture, higher than normal concrete big settlement. CLSM settlement amount due on time has not been established, testing understanding in this experiment.
The purpose of this study but to have different mixture CLSM, shrinkage and water cement ratio and loaded with or without compared to the settlement amount. Research the relationship between the mixture at the subsidence and construction quality. The results show that, the settlement amount will tend to gradually slow after 5 to 7 days, load carrying capacity of the CLSM in the settlement not much impact.
其他識別: U0005-1608201014031400
Appears in Collections:土木工程學系所

Show full item record
TAIR Related Article

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.