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黄文熙先生在结构工程和岩土工程方面都有创新性的研究成果。他提出的拱坝计算的格栅法,是在电子计算机出现以前的结构离散计算方法,也是有限元法计算的先驱;他提出了可以反映土的应力路径的三维地基沉降计算方法;他也是国内外公认的动三轴试验的首创者;他提出了具有突出特色的清华弹塑性模型,大大推动了我国土的本构模型研究的发展。
Mr. Huang Wenxi has both innovative research results in structural engineering and geotechnical engineering. He proposed the grid method of arch dam calculation, which is a discrete structure calculation method before the advent of electronic computers. He also pioneered the calculation of finite element method. He proposed a three-dimensional foundation settlement method that can reflect the stress path of soil. It is recognized as the pioneer of the dynamic triaxial test. He proposed the Tsinghua elasto-plastic model with outstanding characteristics and greatly promoted the development of the constitutive model of soil in our country.