深部工程围岩特性及非线性动态力学设计理念*

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摘要资源、人口和环境是21世纪的主旋律。随着资源开发和工程建设的不断发展，开挖深度日趋加深，数千米深的地下工程屡见不鲜。随之出现了深部围岩独特的力学特性以及对经典理论的严峻挑战。综述了国内外关于深部围岩特性和设计方法的研究现状，并提出了今后的发展方向。

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关键词 ：深部工程, 围岩特性, 非线性力学, 非线性动态力学设计

Abstract：Following the development of resources exploitation and engineering construction，the excavation depth is increased. The special mechanic character of surrounding rockmass in deep engineering appears and it is the challenge to the traditional theory. The current research state of surrounding rockmass character in deep engineering and design method is summarized and its developing tendency is put forward.

Key words： deep engineering surrounding rockmass character non-linear mechanics non-linear dynamic- mechanics design

引用本文:

何满潮1，2 吕晓俭3 景海河1，2. 深部工程围岩特性及非线性动态力学设计理念*[J]. 岩石力学与工程学报, 2002, 21(08): 1215-1224.
He Manchao1，2， Lu Xiaojian3， Jing Haihe1，2. CHARACTERS OF SURROUNDING ROCKMASS IN DEEP ENGINEERING AND ITS NON-LINEAR DYNAMIC-MECHANICAL DESIGN CONCEPT. , 2002, 21(08): 1215-1224.

链接本文:

https://rockmech.whrsm.ac.cn/CN/Y2002/V21/I08/1215

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