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柱状节理岩体开挖卸荷效应及破裂区分布规律_朱道建
44 10 浙 江 大 学 学 报 () Vol.44 No.10
2010 10 Jour nal of Zhejiang Univer sity (Eng ineering Science) Oct.2010
DOI:10.3785/j .issn.1008-973X.2010.10.02 1
朱道建
(, 200092)
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Unloading effect and rapture zone distribution of columnar joints cavern
Z HU Dao-jian
(S hang ha i M un icip a l E ng in eer ing D esi gn Genera l Institu te, S hang hai 200092, Ch ina )
Abstract:The unloading effect was studied in order to analy e the critical deformation and the rupture one of
columnar joints cavern.The mechanism of elastic modulus changing with the stress level w as studied based on the
mixed multi-w eakness planes softening constitutive model.A formula that applied to columnar jointed rock mass
was deduced, and the unloading effect was implemented in the constitutive model of columnar jointed rock mass.
The excavation of columnar joints cavern was analy ed combined with the results, and the deformation
characteristics and the distribution of plastic one were obtained.Results show that the failure of joints was closely
related to the tendency .Then the influence of each joints in the developing process of plastic one w as analy ed.
The greatest impact w as main joints that were perpendicular to excavation surface.The distribution of rupture one
of columnar jointed rock mass w as revealed, w hich w as the process of breakdown of main joints followed with the
rupture of minor joints and the cracking of rock .
Key words:columnar jointed rock mass;co nstructive model;unlo ading ;rupture one
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