Open Access
Issue
MATEC Web Conf.
Volume 382, 2023
6th International Conference on Advances in Materials, Machinery, Electronics (AMME 2023)
Article Number 01016
Number of page(s) 11
DOI https://doi.org/10.1051/matecconf/202338201016
Published online 26 June 2023
  1. Du Chuang, Wang Haozhong, Li Yanzhao, Zhang Chunxiao, Zhao Hailong. Current status of large-area concrete cracks [J]. Building structure, 2018,48 (S1): 555-559. [Google Scholar]
  2. Meng Ling.Analyses of ultra-long prestressed concrete frame structure [D].Huazhong University of Science and Technology, 2008. [Google Scholar]
  3. Luo Bin.Study on prestressed large-area floor crack control [D]. Jiangsu: Southeast University, 2000. [Google Scholar]
  4. Li Jingen, Li Weibin, Yu Guojia, et al. Construction of extra-long and large pre-stressed building cover for Nanjing International Exhibition Centre [J]. Architecture Technology, 2000, 31 (12): 810-812. [Google Scholar]
  5. Zhao Shunzeng, Li Changcheng, Jia Fujie, Wu Xunan. Study on self-healing of HCSA compensation shrinkage concrete [J]. Concrete, 2018, {4} (09): 1-3 + 8. [Google Scholar]
  6. Wang Tiemeng. Crack control of the engineering structure [M]. Beijing: China Architecture & Building Press, 1997. [Google Scholar]
  7. Tao Jianqiang, Li Huajian, Huang Jiamu, Huang Fali, Yi Zhonglai, Xie Yongjiang. Hydrated heat and crack control of massive concrete in railway engineering [J]. Railway Engineering, 2018,58 (01): 146-149. [Google Scholar]
  8. Xie Xiaoli, Zhu Huiying, Lu Linghuan, Yang Yang.Study on Crack Control of Ultra-Long Structural Concrete Beams at Metro Station [J].Concrete, 2017, {4} (03): 150-153. [Google Scholar]
  9. Zhu Bofang, Wang Tongsheng, Ding Baoying, etc.The temperature stress and temperature control of hydraulic concrete structure [M]. Beijing: China WaterPower Press, 1976:23-25. [Google Scholar]
  10. Luo Gang. Research and Application of Seamless Construction Technology of Ultra-Large Area Concrete Ground Structure [D]. Chongqing University, 2004. [Google Scholar]
  11. Wang Yongping. Concrete shrinkage test study [D]. Tianjin: Tianjin University, 2010. [Google Scholar]
  12. Xiao Shuhao. Contrtraction properties and early cracking analyses of concrete with double mixed fiber and expansion agent [D]. Tianjin University, 2018. [Google Scholar]
  13. ACI Committee 209(1992).Prediction of creep, shrinkage and temperature effects in concrete structures. America: American Concrete Institute, 1992, 1-92 [Google Scholar]
  14. CEB International Concrete Council. 1990 CEB-FIP mode specification (Concrete Structure).Structural Specification Room of China Institute of Architectural Sciences. Beijing: China Architecture & Building Press, 1991,57-70 [Google Scholar]
  15. N.J.Garder, M.J.Lockman. Design Provisions for Drying Shrinkage and Creep of Normal -Strength Concrete. ACI Materials Journal, 2001,98(2):159-167 [Google Scholar]
  16. B.P.Bazant,S.Baweja.Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures-Model B3, RELEM Recommendation. Materials and Structures, 1995, 1(28):357—365 [Google Scholar]
  17. N.J.Garder, J.W.Zhao. Creep and Shrinkage Revisited. ACI Materials Journal, 1993,90(3):236—246 [Google Scholar]
  18. Ding Wensheng, Lv Zhitao, Meng Shaoping, et al. Analysis and comparison of prediction models of concrete shrinkage and creep [J]. Bridge Construction, 2004 (6): 13-16. [Google Scholar]
  19. Song Can, He Dazhi, Xu Wei.Selection of the highperformance concrete shrinkage prediction model [J].Concrete, 2011 (5): 40-42. [Google Scholar]
  20. Tu Bing.Prediction model of concrete shrinkage and shrinkage effect of widening bridge structure [D].Hunan University, 2013. [Google Scholar]
  21. Bai Yang.Cause analyses and countermeasures of concrete cracks in road and bridge construction[J]. New Technology & New Products of China, 2020 (13): 93-94. [Google Scholar]
  22. Sun Wenlai, Chen Lei.Cause analyses and preventive measures of large-area concrete ground cracks [J].Theoretical Research in Urban Construction, 2015,5 (12): 3353-3354. [Google Scholar]
  23. Chen Yanzhuo, Jiang Zhiping, Geng Ruiqi. Temperature stress simulation of open-cut subway roof [J]. China Science and Technology Information, 2008 (01): 37-38. [Google Scholar]
  24. Yuan Kang.Analyses of shrinkage crack mechanism of cast-in-place plate of reinforced concrete [D].Shihezi University, 2007. [Google Scholar]
  25. Wu Wenwu, Qu Ming, Jiang Yousheng, Deng Hai.Finite element analysis of temperature rise of mass concrete of Yangluo Yangtze River bridge [J].Journal of Wuhan University of Technology, 2006 (04): 95-97. [Google Scholar]
  26. Zuo Gewen.Analysis of key points of supervision and control in mass concrete construction process [J].Housing and Real Estate, 2019 (22): 142. [Google Scholar]
  27. Chen Liling.Crack treatment countermeasures in civil engineering construction [J].Scientific and Technological Innovation, 2019 (23): 99-100. [Google Scholar]
  28. Lin Haishan.External wall cracks and leakage control of subway underground station in Littoral Area (Xiamen) [D].Xiamen University, 2019. [Google Scholar]
  29. Wei Yulian. Research on the key technology of mass concrete construction and crack control of 4th Nanjing Yangtze Bridge[D].Southeastern University, 2018. [Google Scholar]
  30. Wei Min.Structural crack mechanism and control technology of large-area cast-in-place building cover [D].Hohai University, 2004. [Google Scholar]
  31. Lin Min.Research and practice of large-Area concrete crack control [D]. Chongqing: Chongqing University, 2007. [Google Scholar]
  32. Chen Jingrong.Analysis of causes of large-area concrete floor cracks and countermeasures[J]. Construction Materials & Decoration, 2016 (32): 1-2. [Google Scholar]
  33. Xie Li, Wu Shengxing.Study on the effect of waterash ratio on early shrinkage of concrete [J].Building Science, 2007,23 (1): 54-57. [Google Scholar]
  34. Li Zhanyin, Dong Jihong.Effect of water-cement ratio on heat release model of cement hydration [J]. Journal of Yancheng Institute of Technology(Natural Science Edition), 2011,24 (01): 71-73. [Google Scholar]
  35. Yang Changhui, Wang Chuan, Wu Fang. Effect of water-ash ratio on plastic shrinkage cracks in concrete [J]. Journal of Chongqing Jianzhu University, 2003 (02): 77-81. [Google Scholar]
  36. Pan Lisha, Qiu Xueqing, Pang Yuxia, Zheng Dafeng, Yang Dongjie. Effects of water reducer on the hydration behavior of cement [J]. Journal of the Chinese Ceramic Society, 2007 (10): 1369-1375. [Google Scholar]
  37. Wang Zilong, Ding Jiantong, Cai Yuebo, et al.Effect of retarder on hydration exothermic heat of compensating shrinkage cementitious system [J]. Bulletin of the Chinese Ceramic Society, 2017,36 (6): 2144-2149. [Google Scholar]
  38. Zhu Xianfa, Ye Tiemin, Liu Deshun, Wang Ningning, Li Hua.Experimental Study on Concrete Crack Control of Urban Rail Transit Underground Station [J].Jiangsu Construction, 2017 (S1): 9-12. [Google Scholar]
  39. Ma Yongbo.Generation mechanism and control method of cracks in the side wall of the subway station [J]. Engineering and Technological Research, 2020,5 (02): 23-24. [Google Scholar]
  40. Hu Dongkang, Zhao Haitao, He zenghui. Application of bin-jumping method in crack resistance of superlong mass concrete [J]. China Concrete and Cement Products, 2018, {4} (07): 79-82. [Google Scholar]
  41. Hu Yixin, Ye Chengshun, Bie Weiya, Wu Xingfa. Crack control technology of long-span steelconcrete composite gallery bridge floor slab [J]. Construction technology, 2021,50 (10): 98-100 + 105. [Google Scholar]
  42. D.P. Bentz. Blending different fineness cements to engineer the properties of cement-based materials[J]. Magazine of Concrete Research, 2010, 62(5): [Google Scholar]
  43. Zhang JiaXuan,Lyu HaiMin,Shen ShuiLong, Hou DongWei. Investigation of Crack Control of Underground Concrete Structure with Expansive Additives[J]. Journal of Materials in Civil Engineering, 2021,33(1): [Google Scholar]
  44. Liao Dongming.Analyses and Preventive Measures for Cracking of Concrete Structure at Metro Station [J].Technology and Market, 2017,24 (08): 201-202. [Google Scholar]
  45. Zhan Jianjun.Analyses and control factors of concrete cracks on side wall of subway station [J].Subgrade Engineering, 2018 (03): 113-116. [Google Scholar]
  46. Li Zhaoping, Wang Chen, Su Huifeng, Shi Shuaifeng.Study on concrete cracks and joint deformation law of prefabricated subway station structure joint [J]. China Civil Engineering Journal, 2015,48 (S1): 409-413. [Google Scholar]
  47. Yu Yiming, Li Liang, Xu Wenbing, Meng Hongfeng, Xu Qing.Mass concrete crack control technology of rail transit engineering side wall [J]. China Harbour Engineering, 2019,39 (10): 17-20. [Google Scholar]
  48. Fang Kejun, Kong Baode.Anti-cracking measures for platform slab concrete of metro station [J]. Railway Investigation and Surveying, 2007 (01): 88-89. [Google Scholar]
  49. Fan Jiangsu.Study on concrete roofs of subway station [J]. West-China Exploration Engineering, 2011,23 (06): 204-205. [Google Scholar]
  50. Zhou Liqiang.Analyses of hydration heat in bulk concrete [J].Architectural Engineering Technology and Besign, 2015 (8): 897-898. [Google Scholar]
  51. Lu Miao.Research on Concrete Crack Control in Metro Civil Engineering Construction [J].Create Living, 2020 (5): 63-64. [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.