摘要
概述了作者采用空间模型,就复合井壁在任意轴对称的法向、切向荷载作用下的变形问题的一系列研究成果,这些变形问题的解析算式为立井井壁的设计以及井壁破裂原因的分析提供了理论依据。
In this paper,using three-dimensional model,a series of author's studying results are briefly described for the composite shaft lining under arbitrary axisymmetric normal and tangential loads.These analytical formulae of stresses and displacements for the composite shaft lining are regarded as the theoretic basis to design a shaft lining and to analyze the cause of failures for a shaft lining.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2003年第z1期2183-2186,共4页
Chinese Journal of Rock Mechanics and Engineering
