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钱家欢. 土工数值分析的回顾与展望[J]. 岩土工程学报, 1989, 11(6): 60-64.
引用本文: 钱家欢. 土工数值分析的回顾与展望[J]. 岩土工程学报, 1989, 11(6): 60-64.
Qian Jiahuan. Numerical Methods in Soil Mechanics, the Past and Future[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(6): 60-64.
Citation: Qian Jiahuan. Numerical Methods in Soil Mechanics, the Past and Future[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(6): 60-64.

土工数值分析的回顾与展望

Numerical Methods in Soil Mechanics, the Past and Future

  • 摘要: 本文首先对力学领域内三种最常用数值方法(差分法、有限元法和边界元法)的本质及它们的各自优点作了简要说明。然后回顾这三种方法分别自40年代、60年代及70年代以来的发展以及在土工上的应用。最后,从加强土的本构关系的研究、改善数值分析本身以及工地实测与计算的对比等方面,对土工数值分析今后的发展,提出了具体意见。

     

    Abstract: Firstly, this paper states briefly the main points of the three most popular numerical methods (F.D.M.,F.E.M.and B. E. M. ) and their advantages, and then, describes the development and application of these methods to soil mechanics from 1940’s,60’s and 70’s respectively. Finally, for the future development of numerical methods in soil mechanics, the writer suggests some opinions on study of constitutive models of soil, the derivation and computation of numerical method itself and comparison between numerical computation and field measurement.

     

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