参考文献/References:
[1] 孙秀昌,李岩冰,刘江峰. PDCA循环在企业安全管理中的应用探讨[J].中国安全生产科学技术, 2008, 4(1): 132-135.
SUN Xiuchang, LI Yanbing, LIU Jiangfeng. Discussion on application of deming PDCA cycle in enterprise safety management[J]. Journal of Safety and Technology, 2008, 4(1): 132-135.(in Chinese)
[2] 夏新瑞,乐业清. PDCA循环在高温差地区混凝土预制方块质量控制中的应用[J].混凝土, 2015, 307(5): 124-127.
XIA Xinrui, LE Yeqing. Application of PDCA cycle in precast concrete block quality control in high temperature difference area[J]. Concrete, 2015, 307(5): 124-127.(in Chinese)
[3] 姚学健,温国梁,付晓丽,等. PDCA循环理念提高水工混凝土耐久性措施的研究[J].水利水电技术, 2008, 39(4): 66-72.
YAO Xuejian, WEN Guoliang, FU Xiaoli, et al. Study on measures to enhance durability of hydraulic concrete based on PDCA recycle principle[J]. Water Resources and Hydropower Engineering, 2008, 39(4): 66-72.(in Chinese)
[4] 熊国斌. PDCA循环控制法在雅泸高速公路路基填筑质量控制中的应用[J].铁道科学与工程学报, 2010, 7(6): 69-74.
XIONG Guobin. Application study on PDCA circulation in the quality control of subgrade filling for ya’an-lugu expressway[J]. Journal of Railway Science and Engineering, 2010, 7(6): 69-74.(in Chinese)
[5] 徐永明,王继荣. PDCA循环法在公路施工质量控制中的应用[J].人民长江, 2010, 41(5): 55-57.
XU Yongming, WANG Jirong. Application of PDCA circulation method in quality control of highway construction[J]. Yangtze River, 2010, 41(5): 55-57.(in Chinese)
[6] 凌立新. PDCA循环在水泥路面施工中的应用[J].公路工程, 2011, 36(2): 141-156.
LING Lixin. Application of PDCA cycling theory in cement road surface construction[J]. Highway Engineering Science and Engineering, 2011, 36(2): 141-156.(in Chinese)
[7] 章勇武,马国丰,尤建新. 基于PDCA的隧道施工进度柔性控制[J].地下空间与工程学报, 2005, 1(5): 733-736.
ZHANG Yongwu, MA Guofeng, YOU Jianxin. Flexible control of tunnel construction schedule based on PDCA[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(5): 733-736.(in Chinese)
[8] 宋天田. 地铁盾构隧道的PDCA质量管理[J].现代隧道技术, 2010, 47(2): 24-62.
SONG Tiantian. Quality management based on PDCA method in metro shield tunnel[J]. Modern Tunneling Technology, 2010, 47(2): 24-62.(in Chinese)
[9] 王磊. PDCA在标准贯入试验质量管理中的应用[J].水文地质工程地质, 2012, 39(2): 85-87.
WANG Lei. Application of PDCA to the quality management of standard penetration test[J]. Hydrogeology and Engineering Geology, 2012, 39(2): 85-87.(in Chinese)
[10] 孟宪魁. PDCA风险管理在工程施工中的应用[J].铁道工程学报, 2006 (4): 101-104.
MENG Xiankui. Application of PDCA risk management in construction[J]. Journal of Railway Engineering Society, 2006(4): 101-104.(in Chinese)
[11] 万元林,张赛. PDCA循环在建设项目成本管理中的应用[J].施工技术, 2013,42(S1): 340-342.
WAN Yuanlin, ZHAN Sai. The application of PDCA cycle in the construction project cost management[J]. Construction Technology, 2013,42(S1): 340-342.(in Chinese)
[12] 邓祥辉,张永杰,房海勃. 后压浆钻孔灌注桩承载力分析与试验研究[J].建筑科学与工程学报, 2015,32(2): 58-64.
DENG Xianghui, ZHANG Yongjie, FANG Haibo. Bearing capacity analysis and experiment research on post-grouting bored piles[J]. Journal of Architecture and Civil Engineering, 2015,32(2): 58-64.(in Chinese)
[13] 李洪江,董立元,刘松玉,等. 后注浆超长灌注桩水平承载特性现场试验研究[J].建筑结构学报, 2016,37(6): 204-211.
LI Hongjiang, DONG Liyuan, LIU Songyu, et. Experiment study on lateral bearing behavior of post-grouting super-long bored pile[J]. Journal of Building Structures, 2016,37(6): 204-211.(in Chinese)
[14] 黄丽娟,高兰芳. 不同地质后注浆钻孔灌注桩承载力试验研究[J].公路交通科技, 2017,34(10): 74-82.
HUANG Lijuan, GAO Lanfang. Experiment study on bearing capacity of post-grouted bored piles under different geological conditions[J]. Journal of Highway and Transportation Research and Development, 2017,34(10): 74-82.(in Chinese)
[15] 万志辉,戴国亮,龚维明,等.基于自平衡法后压浆灌注桩荷载传递函数的变化分析[J].土木工程学报, 2017,50(8): 98-104.
WAN Zhihui, DAI Guoliang, GONG Weiming, et al. Analysis on the load transfer function of post-grouting bored pile based on self-balanced method[J]. China Civil Engineering Journal, 2017,50(8): 98-104.(in Chinese)
[16] 王文渊, 刘彬源, 李贺,等. 超长灌注桩桩端桩侧复式后注浆施工技术[J]. 施工技术, 2017(21): 117-124.
WANG Wunyuan, LIU Binyuan, LI He, et al. Construction of pile-end and pile-side reciprocating post-grouting for super-long bored pile[J]. Construction Technology, 2017(21): 117-124.(in Chinese)
[17] 文石命. 后注浆钻孔灌注桩质量事故分析与处理[J].四川建筑科学研究, 2015, 41(2): 99-101.
WEN Shiming. Analysis and treatment of quality accident of post grouting bored pile[J]. Sichuan Building Science, 2015, 41(2): 99-101.(in Chinese)
[18] 王艳, 尹骥. 桩端后注浆有效注浆量计算方法的探讨[J].地下空间与工程学报, 2016,12(3): 789-794.
WANG Yan, YIN Ji. Disscussion on calculation method of effective grouting volume of pile-end post-grouting[J]. Chinese Journal of Underground Space and Engineering, 2016,12(3): 789-794.(in Chinese)
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