塑性混凝土研究意义及研究状况分析
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摘要
塑性混凝土是一种理想的防渗墙材料,以其优越的力学、变形和渗透性能可以克服普通混凝土防渗墙材料性能的不足。然而,国内外的研究表明对塑性混凝土的研究在配合比、试验方法、基本理论和高性能化方面还存在诸多问题,所以开展对高性能塑性混凝土材料及其防渗墙的性能研究,建立高性能塑性混凝土的基本理论,具有重大现实意义和工程应用价值。
Plastic concrete is an ideal cutoff wall material for its excellent mechanics,deformation properties and permeability,which can be overcome lack of ordinary concrete cut-off wall materials.However,studies have shown that studies on the concrete mix,testing methods,the basic theory and high performance-oriented of the plastic concrete at home and abroad still exist many problems,so it is in line with the requirements of engineering and the national industrial policy and of great theoretical significance and engineering application value to carry out studies on high-performance plastic concrete cut-off wall materials and their performance,the establish the basic theory of high performance plastic concrete.
Plastic concrete is an ideal cutoff wall material for its excellent mechanics,deformation properties and permeability,which can be overcome lack of ordinary concrete cut-off wall materials.However,studies have shown that studies on the concrete mix,testing methods,the basic theory and high performance-oriented of the plastic concrete at home and abroad still exist many problems,so it is in line with the requirements of engineering and the national industrial policy and of great theoretical significance and engineering application value to carry out studies on high-performance plastic concrete cut-off wall materials and their performance,the establish the basic theory of high performance plastic concrete.
引文
[1]张鹏.塑性混凝土材料性能研究及其应用[D].郑州:郑州大学,2005.
[2]刘数华.塑性混凝土的试验研究[J].中国建筑防水,2005(10):19-21.
[3]宋帅奇.塑性混凝土单向受压应力应变关系[D].郑州:郑州大学,2008.
[4]水利部http:www.smsl.gov.cn/files/200902/200922084506 2009-02-20,2009年11月20日
[5]Evans,J.C.,Stahl,E.D.,Drooff,E.Plastic Con-crete cutoff walls,Geotechnical Practice for WasteDisposal‘87Geotechnical Special Publication,n13,1987:462-472.
[6]Evans,J.C.(1994).Hydraulic Conductivity of Ver-tical cutoff walls,Proceeding of Hydraulic Conductiv-ity and Waste Contaminant Transport in Soil,ASTMSpecial Technical Publication 1142,79-94.
[7]Rumer,R.R.and Mitchill,J.K.(1995).Assess-ment of Barrier Containment Technologies.USDOE,US EPA and DuPont Company.
[8]Bagheri A.R.et al.Reduction in the permeabilityof plastic concrete for cut-off walls through utiliza-tion of silica fume,Construction and Building Materi-als(2007),doi:10.1016/j.conbuildmat.2007.01.024.
[9]Ahmad Mahboubi,Ali Ajorloo,Experimental studyof the mechanical behavior of plastic concrete in tri-axial compression,Cement and Concrete Research35(2005):412-419.
[10]史德亮,陈如华,刘思君.塑性混凝土在三峡二期围堰中的应用[J].中国三峡建设,1999(5):36-39.
[11]刘纪昌.塑性混凝土防渗墙的开发与应用技术[J].水利水电施工,1996(3):28-30.
[12]ICOLD,Filling materials for watertight cutoffwalls,International Committee of Large Dams,Paris,1985,Bulletin No.51.
[13]李青云,孙厚才.二期围堰防渗墙材料检测和施工质量控制[J].中国三峡建设,1999(5):40-42.
[14]冯霞芳.防渗墙新型墙体材料塑性混凝土[J].水利水电技术,1993(8):15-20.
[15]于玉贞.塑性混凝土特性研究及其在高土石坝深覆盖层防渗墙中应用的合理性分析[D].北京:清华大学水利水电工程系,1994.
[16]于玉贞,璞家骝.土石坝基础塑性混凝土防渗墙材料力学特性研究[J].水利学报,1995(8):20-27.
[17]孙万功,范建华.塑性混凝土防渗墙在地震区大坝中的应用[J].水电能源科学,2000,18(2):28-30.
[18]高丹盈,宋帅奇,胡良明等.塑性混凝土单向受压应力-应变关系的试验研究[J].水利学报,2009(1):82-87.
[19]王清友.浅述塑性混凝土防渗墙[J].中国水利,1991(3):41-42.
[20]邓明基.东平湖围坝塑性混凝土防渗墙性能研究[D].北京:清华大学,2005.
[21]王宣子.塑性混凝土防渗墙的试验研究[D].南昌:南昌大学,2005.
[22]胡瑜明.高性能塑性混凝土的优化研究[D].武汉:武汉理工大学,2005.
[2]刘数华.塑性混凝土的试验研究[J].中国建筑防水,2005(10):19-21.
[3]宋帅奇.塑性混凝土单向受压应力应变关系[D].郑州:郑州大学,2008.
[4]水利部http:www.smsl.gov.cn/files/200902/200922084506 2009-02-20,2009年11月20日
[5]Evans,J.C.,Stahl,E.D.,Drooff,E.Plastic Con-crete cutoff walls,Geotechnical Practice for WasteDisposal‘87Geotechnical Special Publication,n13,1987:462-472.
[6]Evans,J.C.(1994).Hydraulic Conductivity of Ver-tical cutoff walls,Proceeding of Hydraulic Conductiv-ity and Waste Contaminant Transport in Soil,ASTMSpecial Technical Publication 1142,79-94.
[7]Rumer,R.R.and Mitchill,J.K.(1995).Assess-ment of Barrier Containment Technologies.USDOE,US EPA and DuPont Company.
[8]Bagheri A.R.et al.Reduction in the permeabilityof plastic concrete for cut-off walls through utiliza-tion of silica fume,Construction and Building Materi-als(2007),doi:10.1016/j.conbuildmat.2007.01.024.
[9]Ahmad Mahboubi,Ali Ajorloo,Experimental studyof the mechanical behavior of plastic concrete in tri-axial compression,Cement and Concrete Research35(2005):412-419.
[10]史德亮,陈如华,刘思君.塑性混凝土在三峡二期围堰中的应用[J].中国三峡建设,1999(5):36-39.
[11]刘纪昌.塑性混凝土防渗墙的开发与应用技术[J].水利水电施工,1996(3):28-30.
[12]ICOLD,Filling materials for watertight cutoffwalls,International Committee of Large Dams,Paris,1985,Bulletin No.51.
[13]李青云,孙厚才.二期围堰防渗墙材料检测和施工质量控制[J].中国三峡建设,1999(5):40-42.
[14]冯霞芳.防渗墙新型墙体材料塑性混凝土[J].水利水电技术,1993(8):15-20.
[15]于玉贞.塑性混凝土特性研究及其在高土石坝深覆盖层防渗墙中应用的合理性分析[D].北京:清华大学水利水电工程系,1994.
[16]于玉贞,璞家骝.土石坝基础塑性混凝土防渗墙材料力学特性研究[J].水利学报,1995(8):20-27.
[17]孙万功,范建华.塑性混凝土防渗墙在地震区大坝中的应用[J].水电能源科学,2000,18(2):28-30.
[18]高丹盈,宋帅奇,胡良明等.塑性混凝土单向受压应力-应变关系的试验研究[J].水利学报,2009(1):82-87.
[19]王清友.浅述塑性混凝土防渗墙[J].中国水利,1991(3):41-42.
[20]邓明基.东平湖围坝塑性混凝土防渗墙性能研究[D].北京:清华大学,2005.
[21]王宣子.塑性混凝土防渗墙的试验研究[D].南昌:南昌大学,2005.
[22]胡瑜明.高性能塑性混凝土的优化研究[D].武汉:武汉理工大学,2005.
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