摘要
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。
Prof. HUANG Wen-xi gained excellent research achievements with creativity in both structural engineering and geotechnical engineering. He, pioneer of FEM, developed the method of fictitious grillage in the analysis of arch dams. He was the first to put forward a 3-D settlement analysis method of soil foundation in which the influence of the stress path was included. He was also the founder of the dynamic triaxial test, which has been well accepted by the geotechnical engineers all over the world. The Tsinghua elastoplastic model of soil founded by him is an original model of soil and has pushed forward the research of constitutive relationship of soil in China.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2009年第1期149-152,共4页
Chinese Journal of Geotechnical Engineering
关键词
黄文熙
格栅法
三维地基沉降计算
动三轴试验
清华弹塑性模型
HUANG Wen-xi
method of fictitious grillage
3-D settlement analysis of soil foundation
dynamic triaxial test
Tsinghua elastoplastic model of soil
