參考文獻 |
1.馮愛麗、覃維祖、王宗玉,「絮凝劑品種對水下不分散混凝土性能影響的比較」,石油工程建設,第28卷,第4期,第6-9頁(2002)。
2.聶容春,賈榮仙,鄭描,徐初陽,澱粉-聚丙烯醯胺接枝共聚物的UV合成及絮凝效果,礦冶工程,第25卷,第4期,第30-33頁(2005)。
3.盧彥旭,「水泥系輕質改良土工程性質之研究」,碩士論文,國立成功大學土木工程學研究所,台南(1995)。
4.胡霞、蔡強國、劉連友、李順江、蔡崇法、張光遠、朱遠達,「聚丙烯醯胺對黃土結皮形成的影響」,水土保持學報,第18卷,第4期,第65-68頁(2005)。
5.簡連貴,「水力砂土回填技術在造地工程之應用」,地工技術雜誌,第51期,第21-34頁(1995)。
6.邱奇昌,「砂土經水泥改良後之力學性質」,碩士論文,國立中央大學土木工程學系,中壢(2003)。
7.蕭達鴻,「砂質土壤添加水泥材料工程特性之研究」,技術學刊,第11卷,第3期,第305-311頁(1996)。
8.張善同,「旋轉灌漿固化地基之技術」,中國鐵道出版社,北京(1984)。
9.鄭清江,「片狀砂土模擬水力填築後剪力特性之研究」,博士論文,國立中央大學土木工程學系,中壢(1996)。
10.張惠文,「中央大學地盤改良課程講義」,課程講義,國立中央大學土木工程學系,中壢(1992)。
11.陳榮嵩,「飽和砂土液化潛能與剪力功之初步研究」,碩士論文,國立中興大學土木工程研究所,台中(1991)。
12.陳俞蓁,「混凝對表面水濁度去除之研究」,碩士論文,國立成功大學環境工程系,台南(2002)。
13.陳彥奇,「含海水鹽性改良砂土之力學特性」,碩士論文,國立中央大學土木工程學系,中壢(2006)。
14.事前混合処理工法技術マニュアル,財団法人沿岸開発技術研究センター,日本,(2000)。
15.曾凡剛,陳忠,劉曉,范曉媛,席英玉,含石英二元礦物複配物對聚丙烯醯胺吸附的協同效應,岩礦測試,第22卷,第2期,第134-136頁(2003)。
16.吳偉特,「臺灣地區砂性土壤液化潛能之初步分析」,土木水利季刊,第6卷,第2期,第39-70頁(1979)。
17.王維敏,中國北方旱地農業技術,中國農業出版社,北京,第155-166頁(1994)。
18.王冠彬,「含細料砂質改良土之力學性質」,碩士論文,國立中央大學土木工程學系,中壢(2003)。
19.王小彬、蔡典雄,「土壤調理劑PAM的農用研究和應用」,植物營養與肥料學報,第6卷,第4期,第457- 463頁(2000)。
20.ASTM C127-01, “Standard test method for density, relative density(specific gravity), and absorption of coarse aggregate,” Annual Book of ASTM Standards, vol. 74.02., pp. 68-73(2001).
21.Benefield, L.D., Judkins, J.F., Jr., and Weand, B.L., “Process chemistry for water and wastewater treatment,” Preentice-Hall, Inc. Englewood Ciffs (1982).
22.Dupas, I.M., and Decker, A., “Static and dynamic properties of sand cement,” Journal of Geotechnical Engineering Division, ASCE, Vol. 105, No. GT3, June, pp. 799-817(1981).
23.Dentel, S.K., “Application of the precipitation-charge neutralization of coagulation,” Environ. Sci. Technol., Vol. 22, No. 7, pp. 825-832(1988).
24.Hoyer, O., and Schell, H., “Monitoring raw water quality and adjustment of treatment processes-experiences at the Wahnbach Reservoir,” Wat. Sci. Tech., Vol. 37, No. 2, pp. 43-48 (1998).
25.Imai, G., “Experimental studies on sedimentation mechanism and sediment formation of clay materials,” Soil and Foundations, Vol. 21, No. 1, pp. 7-20(1981).
26.Ishihara, K., “Liquefaction and flow failure during earthquakes,” Geotechnique, Vol. 43, No. 3, pp. 351-415(1993).
27.Ismail, M.A., Joer, H.A., Sim, W.H., and Randolph, M.F., “Effect of cement type onshear behavior of cemented calcareous soil,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 128, No. 6, pp. 520-529(2001).
28.Kayode T.O., and Gregory, J., “A new technique for monitoring alum sludge conditioning,” Wat. Res., Vol. 22, No. 1, pp. 85-90 (1986).
29.La Mer, V.K., “Coagulation symposium introduction,” Jour. Colloid Sci., Vol. 19, pp. 291-293 (1964).
30.Lee, K., and Seed, H.B., “Cyclic Stress Condition Causing Liquefaction of Sand,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.93, No. SM1, pp.47-70(1967).
31.Ladd, R.S., “Specimen preparation and liquefaction of sands,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 110, No. GT10, pp. 1180-1184 (1974).
32.Placzek, D., “Methods for the calculation of settlements due to ground-water lowering,” Proceedings of the Twelfth International Conference on Soil Mechanics and Foundation Engineering, Rio De Janeiro, Vol. 3, pp. 1813-1818(1989).
33.Seed, H.B., and Idriss, I.M., “Simplified procedure for evaluating soil liquefaction potential,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, No. SM9, pp. 1249-1273 (1971).
34.Seed, H.B., “Evaluation of soil liquefaction effects on level ground during earthquakes,” Liquefaction Problems in Geotechnical Engineering Session on Soil Dynamics Committee of Geotechnical Engineering Division, ASCE, pp. 1-104(1976).
35.Seed, H.B., and Booker, J.R., “Stabilization of Potential Liquefiable Sand D eposits Using Gravel Drains,” Journal of the Geotechnical Engineering Division, ASCE, Vo.103, No. GT7, pp. 757-768(1977).
36.Saxena, S.K. et al., “Liquefaction resistance of artificially cemented sand,” Journal of Geotechnical Engineering Division, ASCE, Vol. 114, No. 12, pp. 1395-1413(1988).
37.Tringale, P.T., “Soil identification in-situ using an acoustic cone penetrometer,” Ph.D. Dissertation, University of California, Berkeley (1983).
38.Umehara, Y., Zen, K., and Yoshizawa, H., “Design concept of treated ground by premixing method,” Geo-coast, 3-6, Sep., Yokohama, pp.519-524(1991).
39.Vaid, Y.P., and Chern, J.C., “Cyclic and monotonic undrained response of saturated sands,” National Convension Session on Advance in the Art of Testing Soils under Cyclic Loading, ASCE, Detroit, pp. 120-147(1985).
40.Yoshimi, Y., “Ductility criterion for evaluation liquefaction remediation measure,” Tsuchi-to-kiso JSSMFE, Vol. 36, No. 6, pp. 33-389(1990).
41.Wai, F.C. and Atef, F.S., “Constitutive equations for engineering materials,” Elsevier Science, pp. 122-123(1983).
42.Zen, K., “Development of premixing method as a measure to construct a liquefaction-free reclaimed land,” Tsuchi-to-kiso, JSSMFE, Vol. 36, No. 6, pp. 27-32(1990). |