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刘汉龙. 岩土工程技术创新方法与实践[J]. 岩土工程学报, 2013, 35(1): 34-58.
引用本文: 刘汉龙. 岩土工程技术创新方法与实践[J]. 岩土工程学报, 2013, 35(1): 34-58.
LIU Han-long. Technological innovation methods and practices in geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 34-58.
Citation: LIU Han-long. Technological innovation methods and practices in geotechnical engineering[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 34-58.

岩土工程技术创新方法与实践

Technological innovation methods and practices in geotechnical engineering

  • 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。

     

    Abstract: 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.

     

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