Citation: | Zhang Hongbo, Gao Peiwei, Geng Fei, Chen Xiong, Zhao Jie. RESEARCH ON DEFORMATION OF MORTAR WITH NOVEL EXPANSIVE AGENT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 119-123. doi: 10.13204/j.gyjz201207020 |
吴中伟.补偿收缩混凝土[M].北京:中国建筑工业出版社,1979.
|
[2] 朱伯芳.论微膨胀混凝土筑坝技术[J].水利发电学报,2000,18(3):1-13.
|
[3] 高培伟,卢小琳,唐明述.膨胀剂对混凝土变形性能的影响[J].南京航空航天大学学报,2006,38(2):251-255.
|
[4] 刘数华,方坤河.MgO混凝土自生体积变形的数学模型[J].水力发电学报,2006,25(1):81-84.
|
[5] Gao Peiwei,Lu Xiaolin.Using a New Composite ExpansiveMaterial to Decrease Deformation and Fracture of Concrete[J].Materials Letters,2008,62(1):106-108.
|
[6] 陈昌礼,李承木.外掺MgO与水泥内含MgO在大体积混凝土中的膨胀效应[J].混凝土,2009(11):74-77.
|
[7] Nokken M.Expansion of MgO in Cement Pastes Measured byDifferent Methods[J].ACI Material Journal,2008,409(1):1-17.
|
[8] Peiwei Gao,Xiaolin Lu.Production of MgO-Type Expansive Agentin Dam Concrete by Use of Industrial By-Products[J].Buildingand Environment,2008,43(4):453-457.
|
[9] Burrows R W,Kepler W F,Hurcomb D,et al.Three SimpleTests for Selecting Low Crack Cement[J].Cement and ConcreteComposites,2004,26(5):509-519.
|
[10] 马婧姝,张少明.新型复合MgO膨胀材料的膨胀效果[J].南京工业大学学报,2009,31(4):89-93.
|
[11] 陈胡星,马先伟.粉煤灰对氧化镁微膨胀水泥膨胀性能的影响及其机制[J].材料科学与工程学报,2010,28(2):181-185.
|
[12] 阎培渝,陈广智.养护温度和胶凝材料组成对膨胀剂限制膨胀率的影响[J].建筑技术,2001,32(1):22-23.
|