期刊文献+

岩土工程技术创新方法与实践 被引量:64

Technological innovation methods and practices in geotechnical engineering
原文传递
导出
摘要 岩土工程学科发展,创新是灵魂。基于笔者与其创新团队对近年来开展的岩土工程新技术研发工作,从技术创新的角度进行了归纳,并力求从技术创新过程中探讨产学研实践方面的研究问题。首先介绍了岩土工程技术创新的内涵和分类,围绕集成、逻辑推理和联想等思路,着重探讨了优缺点互补创新法、逆向思维创新法、组合技术创新法、希望点列举创新法、触类旁通创新法、强制联想创新法和扩散(发散)思维创新法7种方法,基于笔者近年来研发的系列创新技术,围绕上述的7种创新方法,分别阐述每种新技术的研发背景、研发过程和技术内容。以现浇混凝土大直径管桩(即PCC桩)技术创新为例,阐述了产学研的研究思路和研究过程。 Innovation is the soul for the development of geotechnical engineering discipline. Based on the researches and development of new geotechnical technologies made by the author and his team in recent years, the relevant work is summarized in the view of technological innovation. The aim is to solve the research problems in production-teaching-research aspect in the process of technological innovation. Firstly, the connotation and classification of technological innovation in geotechnical engineering are introduced. The following seven methods are involved: the complementary advantages and disadvantages innovation method, the reverse thinking innovation method, the combination technology innovation method, the hope point listing innovation method, the analogy innovation method, the compulsory association innovation method and the divergent thinking innovation method. Secondly, the research background, process and technical content of each innovation method are introduced based on the research results of a series of innovation technologies. Finally, the research mentality and process of the production-teaching-research aspect are discussed through an example of technological innovation of PCC piles.
作者 刘汉龙
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2013年第1期34-58,共25页 Chinese Journal of Geotechnical Engineering
基金 教育部长江学者和创新团队发展计划(IRT1125) 国家杰出青年科学基金项目(50825901)
关键词 岩土工程 技术创新 创新方法 创新思维 工程科学问题 geotechnical engineering technological innovation innovation method creative thinking engineering science problem
  • 相关文献

参考文献56

  • 1沈珠江.采百家之长、酿百花之蜜——岩土工程研究中如何创新[J].岩土工程学报,2005,27(3):365-367. 被引量:8
  • 2熊彼得.经济发展理论[M].北京:中国商业出版社,2009.
  • 3刘汉龙,费康,马晓辉,高玉峰.振动沉模大直径现浇薄壁管桩技术及其应用(Ⅰ):开发研制与设计[J].岩土力学,2003,24(2):164-168. 被引量:146
  • 4刘汉龙,郝小员,费康,陈永辉.振动沉模大直径现浇薄壁管桩技术及其应用(Ⅱ):工程应用与试验[J].岩土力学,2003,24(3):372-375. 被引量:117
  • 5刘汉龙,马晓辉,宫能和,等.软基处治大直径现浇管桩复合地基施工方法:中国,ZL02112538.4[P].2004.07.21.
  • 6刘汉龙,高玉峰,马晓辉.一种现浇大直径管桩混凝土快速浇注装置及施工方法:中国,ZL200810019690.X[P].2009-12-02.
  • 7刘汉龙,高玉峰,马晓辉.一种现浇大直径管桩活瓣桩靴及使用方法:中国,ZL200810019689.7[P].2010.06.09.
  • 8JGJ/T213-2010现浇混凝土大直径管桩复合地基技术规程[S].北京:中国建筑工业出版社,2010.
  • 9XU X T, LIU H L, LEHANE B M. Pipe pile installation effects in soft clay[J]. Geotechnical Engineering, 2006, 159(4): 285 - 296.
  • 10LIU Han-long, FEI Kang, XU Xiang-tao. Development and application of the large-diameter driven cast-in-place concrete thin-wall pipe pile[C]// Proceeding of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan. 2005:2137 - 2140.

二级参考文献47

共引文献259

同被引文献521

引证文献64

二级引证文献348

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部