水泥混凝土路面早龄期行为分析理论的研究与进展
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摘要
对水泥混凝土路面早龄期分析理论的研究进展进行分析阐述.分别从早龄期理论构架、研究方法、机制及应用等方面进行归纳总结,重点对该领域的早龄期理论概念构建、路面早龄期性状形成-释放-消散机制等关键理论问题进行分析.对早龄期高精度监测技术、三维数值仿真、多尺度分析等技术难点进行讨论,并从结构分析设计理论、施工工艺、材料改进等3个方面阐述早龄期分析理论的工程应用效果,以期为水泥混凝土路面早龄期行为理论的建立与应用提供支持.
The research progress of early age analysis theory of cement concrete pavement was analyzed and summarized from the aspects of early age theoretical framework,research methods,mechanism and application. The key theoretical problems such as conception construction and formation-release-dissipation mechanism of early age character of pavement were analyzed emphatically.Besides,the technical difficulties of early age high precision monitoring technology,three-dimensional numerical simulation and multi-scale analysis were discussed respectively,as well as the engineering application effect of early age analysis theory is expounded from three aspects of structure analysis and design theory,construction technology and material improvement,in order to provide support for the establishment and application of early age behavior theory of cement concrete pavement.
The research progress of early age analysis theory of cement concrete pavement was analyzed and summarized from the aspects of early age theoretical framework,research methods,mechanism and application. The key theoretical problems such as conception construction and formation-release-dissipation mechanism of early age character of pavement were analyzed emphatically.Besides,the technical difficulties of early age high precision monitoring technology,three-dimensional numerical simulation and multi-scale analysis were discussed respectively,as well as the engineering application effect of early age analysis theory is expounded from three aspects of structure analysis and design theory,construction technology and material improvement,in order to provide support for the establishment and application of early age behavior theory of cement concrete pavement.
引文
[1]RAO S,JEFFERY R,ROESLER M. Characterizing effective built-in curling from concrete pavement field measurements[J].Journal of Transportation Engineering,2005,131(4):320-327.
[2]HILLER J E,ROESLER J R. Determination of critical concrete pavement fatigue damage locations using influence lines[J].Journal of Transportation Engineering,2005,131(8):599-607.
[3]HANSEN W,WEI Y,SMILEY D L. Effects of paving conditions on built-in curling and pavement performance[J]. International Journal of Pavement Engineering,2006,7(4):291-296.
[4]WELLS S A,PHILLIPS B M,VANDENBOSSCHE J M. Quantifying built-in construction gradients and early-age slabdeformation caused by environmental loads in a jointed plain concrete pavement[J]. International Journal of Pavement Engineering,2006,7(4):275-289.
[5]李新凯,马松林,侯相深.钻环法测量水泥路面表面残余应力的初步研究[J].工程力学,2010,27(2):161-165.
[6]CASTANEDA D I,HENSCHEN J D,LANGE D A. Field test method for residual stress in plain concrete pavements and structures[J]. Journal of Testing&Evaluation,2014,42(3):1-13.
[7]KIM S,CEYLAN H,GOPALAKRISHNAN K. Smoothness variation in early-age jointed plain concrete pavements[J]. Canadian Journal of Civil Engineering,2008,35(12):1388-1398.
[8]CEYLAN H,KIM S,GOPALAKRISHNAN K. Initial smoothness of concrete pavements under environmental loads[J]. Magazine of Concrete Research,2007,59(8):599-609.
[9]JEONG J H,LEE J H,SUH Y C,et al. Effect of slab curling on movement and load transfer capacity of saw-cut joints[J].Journal of the Transportation Research Board,2006,1947(1):69-78.
[10]胡昌斌,孙增华.路面板固化翘曲对车辆动荷载和行驶舒适性的影响[J].振动与冲击,2014,33(23):1-8.
[11]陈亮亮.连续配筋水泥混凝土路面冲断破坏预估模型研究[D].哈尔滨:哈尔滨工业大学,2014.
[12]HATT W K. The effect of moisture on concrete[J]. Bureau of Public Roads,1925,6(1):1-10.
[13]HVEEM F N. A report of an investigation to determine causes for displacement and faulting at the joints in Portland cement concrete pavements on california highways[R]. Sacramento:Materials and Research Department,Division of Highways,State of California,1949.
[14]HVEEM F N. Slab warping affects pavement joint performance[J]. ACI Structural Journal,1951,47(6):797-808.
[15] ARMAGHANI J M,LARSEN T J,SMITH L L. Temperature response of concrete pavements[J]. Transportation Research Record,1986(1121):23-33.
[16]RASMUSSEN R O. Development of an early-age behavior model for Portland cement concrete pavements[D]. Austin:University of Texas at Austin,1996.
[17]RASMUSSEN R O,MCCULLOUGH B F. A foundation for high performance jointed concrete pavement design and construction guidelines[R]. Austin:Transtec Consultants,1998.
[18]YU H T,KHAZANOVICH L,DARTER M I,et al. Analysis of concrete pavement responses to temperature and wheel loads measured from intrumented slabs[J]. Journal of the Transportation Research Board,1998,1639(1):94-101.
[19]BECKEMEYER C A,KHAZANOVICH L,YU H T. Determining amount of built-in curling in jointed plain concrete pavement:case study of pennsylvania 1-80[J]. Journal of the Transportation Research Board,2002,1809(1):85-92.
[20]曾惠珍.福建省水泥混凝土路面温度场与温度应力研究[D].福州:福州大学,2008.
[21]李新凯,侯相深,马松林.钻环测量水泥混凝土板表面残余应力的试验研究[J].工程力学,2012,29(7):244-246.
[22]李丞斌.钢筋混凝土路面早龄期力学行为特性研究[D].福州:福州大学,2014.
[23]王丽娟.路面板早龄期固化翘曲形成演化机制及其影响研究[D].福州:福州大学,2017.
[24]JEONG J H,ZOLLINGER D. Early-age curling and warping behavior:insights from a fully instrumented test-slab system[J].Journal of the Transportation Research Board,2004,1896(1):66-74.
[25]王丽娟.水泥混凝土路面早龄期湿度场性状及湿度应力研究[D].福州:福州大学,2012.
[26]KIM S. Early age behavior of jointed plain concrete pavements subjected to environmental loads[D]. Iowa:Iowa State University,2006.
[27]SUPRENANT B A. Why slabs curl-part I[J]. Concrete International,2002,7(2):56-61.
[28]JEONG J H,ZOLLINGER D G. Environmental effects on the behavior of jointed plain concrete pavements[J]. Journal of Transportation Engineering,2005,131(2):140-148.
[29]魏亚.水泥混凝土路面板湿度翘曲形成机理及变形计算[J].工程力学,2012,29(11):266-271.
[30]JUNG H Y,SEONGCHEOL C,SOOJUN H,et al. Effects of creep and built-in curling on stress development of Portland cement concrete pavement under environmental loadings[J]. Journal of Transportation Engineering,2013,139(1):147-155.
[31]SUH Y C,HANKINS K,MCCULLOUGH B F. Early-age behavior of continuously reinforced concrete pavement and calibration of the failure prediction model in the CRCP-7 program[R]. Austin:Texas Department of Transportation,1992.
[32]SCHELL T H. Field observations of the early-age behavior of jointed plain concrete pavements[D]. Morgantown:West Virginia University,2001.
[33]冯德成,权磊,田波,等.水泥混凝土路面固化翘曲试验研究[J].建筑材料学报,2013,16(5):812-816.
[34]KIM S M,NELSON P K,MAURICIO R,et al. Early-age behavior of concrete overlays on continuously reinforced concrete pavements[J]. Australian Tennis Magazine:Asia and the Pacific,2003,1823(1):3479-3492.
[35]NAM J H. Early-age behavior of CRCP and its implications for long-term performance[D]. Austin:The University of Texas at Austin,2005.
[36]WELLS S A,PHILLIPS B M,VANDENBOSSCHE J M. Quantifying built-in construction gradients and early-age slab deformation caused by environmental loads in a jointed plain concrete pavement[J]. International Journal of Pavement Engineering,2006,7(4):275-289.
[37]ASBAHAN R E,VANDENBOSSCHE J M. Effects of temperature and moisture gradients on slab deformation for jointed plain concrete pavements[J]. Journal of Transportation Engineering,2011,137(8):563-570.
[38] NASSIRI S. Establishing permanent curl/warp temperature gradient in jointed plain concrete pavements[D]. Pittsburgh:University of Pittsburgh,2011.
[39]孙华斌.水泥混凝土路面板早龄期固化翘曲反演方法研究[D].福州:福州大学,2012.
[40]欧阳增城.水泥混凝土路面板早龄期行为监测试验技术研究[D].福州:福州大学,2018.
[41]LAPLANTE P,BOULAY C. Evolution of the thermal-expansion coefficient of concrete as a function of its maturity at very early ages[J]. Materials and Structures,1994,174(27):596-605.
[42]蔡信昕.路面混凝土早龄期徐变特性与影响研究[D].福州:福州大学,2014.
[43]张建强.路面混凝土早龄期湿度收缩特性与本构模型研究[D].福州:福州大学,2015.
[44]HUNG Y Y,LONG K W. Evaluation of residual stresses in concrete structures by digital shearography[J]. Interferometry VI:Applications,1993,2004:27-33.
[45]PESSIKI S,TURKER H. Theoretical formulation of the core drilling method to evaluate stresses in concrete structures[J].Experimental Mechanics,2005,45(4):359-367.
[46]RUIZ M J,KIM P,SCHINDLER A,et al. Validation of HIPERPAV for prediction of early-age jointed concrete pavement behavior[J]. Transportation Research Record,2001,1778(1):17-25.
[47]LEE C J,DAVID A L,LEE Y S. Prediction of moisture curling of concrete slab[J]. Materials and Structures,2011,44(4):787-803.
[48]胡昌斌,金王杰,孙增华.水泥混凝土路面早龄期温度场数值模拟研究[J].工程力学,2013,30(4):175-183.
[49]胡昌斌,王丽娟,吕恒.水泥混凝土路面板早龄期湿度场数值模拟研究[J].工程力学,2014,31(4):178-188.
[50]曾宇鑫.水泥混凝土路面板早龄期力学行为数值模拟研究[D].福州:福州大学,2013.
[51]王仁华.温湿度场共同作用下水泥混凝土路面早龄期力学行为模拟研究[D].福州:福州大学,2014.
[52]王丽娟,胡昌斌,曾宇鑫.水泥混凝土路面板早龄期翘曲行为数值分析研究[J].工程力学,2014,34(7):146-155.
[53]钱智炜,SCHLANGEN E,叶光,等.水泥净浆微观结构断裂破坏过程的三维模拟[J].硅酸盐学报,2010,38(9):1-7.
[54]孙增华.早龄期固化翘曲对水泥混凝土路面服役性能的影响研究[D].福州:福州大学,2012.
[55]赖丹峰.双层水泥混凝土路面板力学行为特性研究[D].福州:福州大学,2012.
[56]中国建筑材料科学研究总院.道路硅酸盐水泥:GB/T 13693-2017[S].北京:中国标准出版社,2017.
[2]HILLER J E,ROESLER J R. Determination of critical concrete pavement fatigue damage locations using influence lines[J].Journal of Transportation Engineering,2005,131(8):599-607.
[3]HANSEN W,WEI Y,SMILEY D L. Effects of paving conditions on built-in curling and pavement performance[J]. International Journal of Pavement Engineering,2006,7(4):291-296.
[4]WELLS S A,PHILLIPS B M,VANDENBOSSCHE J M. Quantifying built-in construction gradients and early-age slabdeformation caused by environmental loads in a jointed plain concrete pavement[J]. International Journal of Pavement Engineering,2006,7(4):275-289.
[5]李新凯,马松林,侯相深.钻环法测量水泥路面表面残余应力的初步研究[J].工程力学,2010,27(2):161-165.
[6]CASTANEDA D I,HENSCHEN J D,LANGE D A. Field test method for residual stress in plain concrete pavements and structures[J]. Journal of Testing&Evaluation,2014,42(3):1-13.
[7]KIM S,CEYLAN H,GOPALAKRISHNAN K. Smoothness variation in early-age jointed plain concrete pavements[J]. Canadian Journal of Civil Engineering,2008,35(12):1388-1398.
[8]CEYLAN H,KIM S,GOPALAKRISHNAN K. Initial smoothness of concrete pavements under environmental loads[J]. Magazine of Concrete Research,2007,59(8):599-609.
[9]JEONG J H,LEE J H,SUH Y C,et al. Effect of slab curling on movement and load transfer capacity of saw-cut joints[J].Journal of the Transportation Research Board,2006,1947(1):69-78.
[10]胡昌斌,孙增华.路面板固化翘曲对车辆动荷载和行驶舒适性的影响[J].振动与冲击,2014,33(23):1-8.
[11]陈亮亮.连续配筋水泥混凝土路面冲断破坏预估模型研究[D].哈尔滨:哈尔滨工业大学,2014.
[12]HATT W K. The effect of moisture on concrete[J]. Bureau of Public Roads,1925,6(1):1-10.
[13]HVEEM F N. A report of an investigation to determine causes for displacement and faulting at the joints in Portland cement concrete pavements on california highways[R]. Sacramento:Materials and Research Department,Division of Highways,State of California,1949.
[14]HVEEM F N. Slab warping affects pavement joint performance[J]. ACI Structural Journal,1951,47(6):797-808.
[15] ARMAGHANI J M,LARSEN T J,SMITH L L. Temperature response of concrete pavements[J]. Transportation Research Record,1986(1121):23-33.
[16]RASMUSSEN R O. Development of an early-age behavior model for Portland cement concrete pavements[D]. Austin:University of Texas at Austin,1996.
[17]RASMUSSEN R O,MCCULLOUGH B F. A foundation for high performance jointed concrete pavement design and construction guidelines[R]. Austin:Transtec Consultants,1998.
[18]YU H T,KHAZANOVICH L,DARTER M I,et al. Analysis of concrete pavement responses to temperature and wheel loads measured from intrumented slabs[J]. Journal of the Transportation Research Board,1998,1639(1):94-101.
[19]BECKEMEYER C A,KHAZANOVICH L,YU H T. Determining amount of built-in curling in jointed plain concrete pavement:case study of pennsylvania 1-80[J]. Journal of the Transportation Research Board,2002,1809(1):85-92.
[20]曾惠珍.福建省水泥混凝土路面温度场与温度应力研究[D].福州:福州大学,2008.
[21]李新凯,侯相深,马松林.钻环测量水泥混凝土板表面残余应力的试验研究[J].工程力学,2012,29(7):244-246.
[22]李丞斌.钢筋混凝土路面早龄期力学行为特性研究[D].福州:福州大学,2014.
[23]王丽娟.路面板早龄期固化翘曲形成演化机制及其影响研究[D].福州:福州大学,2017.
[24]JEONG J H,ZOLLINGER D. Early-age curling and warping behavior:insights from a fully instrumented test-slab system[J].Journal of the Transportation Research Board,2004,1896(1):66-74.
[25]王丽娟.水泥混凝土路面早龄期湿度场性状及湿度应力研究[D].福州:福州大学,2012.
[26]KIM S. Early age behavior of jointed plain concrete pavements subjected to environmental loads[D]. Iowa:Iowa State University,2006.
[27]SUPRENANT B A. Why slabs curl-part I[J]. Concrete International,2002,7(2):56-61.
[28]JEONG J H,ZOLLINGER D G. Environmental effects on the behavior of jointed plain concrete pavements[J]. Journal of Transportation Engineering,2005,131(2):140-148.
[29]魏亚.水泥混凝土路面板湿度翘曲形成机理及变形计算[J].工程力学,2012,29(11):266-271.
[30]JUNG H Y,SEONGCHEOL C,SOOJUN H,et al. Effects of creep and built-in curling on stress development of Portland cement concrete pavement under environmental loadings[J]. Journal of Transportation Engineering,2013,139(1):147-155.
[31]SUH Y C,HANKINS K,MCCULLOUGH B F. Early-age behavior of continuously reinforced concrete pavement and calibration of the failure prediction model in the CRCP-7 program[R]. Austin:Texas Department of Transportation,1992.
[32]SCHELL T H. Field observations of the early-age behavior of jointed plain concrete pavements[D]. Morgantown:West Virginia University,2001.
[33]冯德成,权磊,田波,等.水泥混凝土路面固化翘曲试验研究[J].建筑材料学报,2013,16(5):812-816.
[34]KIM S M,NELSON P K,MAURICIO R,et al. Early-age behavior of concrete overlays on continuously reinforced concrete pavements[J]. Australian Tennis Magazine:Asia and the Pacific,2003,1823(1):3479-3492.
[35]NAM J H. Early-age behavior of CRCP and its implications for long-term performance[D]. Austin:The University of Texas at Austin,2005.
[36]WELLS S A,PHILLIPS B M,VANDENBOSSCHE J M. Quantifying built-in construction gradients and early-age slab deformation caused by environmental loads in a jointed plain concrete pavement[J]. International Journal of Pavement Engineering,2006,7(4):275-289.
[37]ASBAHAN R E,VANDENBOSSCHE J M. Effects of temperature and moisture gradients on slab deformation for jointed plain concrete pavements[J]. Journal of Transportation Engineering,2011,137(8):563-570.
[38] NASSIRI S. Establishing permanent curl/warp temperature gradient in jointed plain concrete pavements[D]. Pittsburgh:University of Pittsburgh,2011.
[39]孙华斌.水泥混凝土路面板早龄期固化翘曲反演方法研究[D].福州:福州大学,2012.
[40]欧阳增城.水泥混凝土路面板早龄期行为监测试验技术研究[D].福州:福州大学,2018.
[41]LAPLANTE P,BOULAY C. Evolution of the thermal-expansion coefficient of concrete as a function of its maturity at very early ages[J]. Materials and Structures,1994,174(27):596-605.
[42]蔡信昕.路面混凝土早龄期徐变特性与影响研究[D].福州:福州大学,2014.
[43]张建强.路面混凝土早龄期湿度收缩特性与本构模型研究[D].福州:福州大学,2015.
[44]HUNG Y Y,LONG K W. Evaluation of residual stresses in concrete structures by digital shearography[J]. Interferometry VI:Applications,1993,2004:27-33.
[45]PESSIKI S,TURKER H. Theoretical formulation of the core drilling method to evaluate stresses in concrete structures[J].Experimental Mechanics,2005,45(4):359-367.
[46]RUIZ M J,KIM P,SCHINDLER A,et al. Validation of HIPERPAV for prediction of early-age jointed concrete pavement behavior[J]. Transportation Research Record,2001,1778(1):17-25.
[47]LEE C J,DAVID A L,LEE Y S. Prediction of moisture curling of concrete slab[J]. Materials and Structures,2011,44(4):787-803.
[48]胡昌斌,金王杰,孙增华.水泥混凝土路面早龄期温度场数值模拟研究[J].工程力学,2013,30(4):175-183.
[49]胡昌斌,王丽娟,吕恒.水泥混凝土路面板早龄期湿度场数值模拟研究[J].工程力学,2014,31(4):178-188.
[50]曾宇鑫.水泥混凝土路面板早龄期力学行为数值模拟研究[D].福州:福州大学,2013.
[51]王仁华.温湿度场共同作用下水泥混凝土路面早龄期力学行为模拟研究[D].福州:福州大学,2014.
[52]王丽娟,胡昌斌,曾宇鑫.水泥混凝土路面板早龄期翘曲行为数值分析研究[J].工程力学,2014,34(7):146-155.
[53]钱智炜,SCHLANGEN E,叶光,等.水泥净浆微观结构断裂破坏过程的三维模拟[J].硅酸盐学报,2010,38(9):1-7.
[54]孙增华.早龄期固化翘曲对水泥混凝土路面服役性能的影响研究[D].福州:福州大学,2012.
[55]赖丹峰.双层水泥混凝土路面板力学行为特性研究[D].福州:福州大学,2012.
[56]中国建筑材料科学研究总院.道路硅酸盐水泥:GB/T 13693-2017[S].北京:中国标准出版社,2017.