郭改梅, 杨志法, 陶波. 2006: 龙游牛场古地下洞室群岩柱的长期抗拉强度反演. 工程地质学报, 14(4): 449-453.
    引用本文: 郭改梅, 杨志法, 陶波. 2006: 龙游牛场古地下洞室群岩柱的长期抗拉强度反演. 工程地质学报, 14(4): 449-453.
    GUO Gaimei, YANG Zhifa, TAO Bo. 2006: BACK ANALYSIS OF THE LONG-TERM TENSILE STRENGTH OF A ROCK PILLAR IN NIUCHANG ANCIENT UNDERGROUND CAVERNS IN LONGYOU COUNTY. JOURNAL OF ENGINEERING GEOLOGY, 14(4): 449-453.
    Citation: GUO Gaimei, YANG Zhifa, TAO Bo. 2006: BACK ANALYSIS OF THE LONG-TERM TENSILE STRENGTH OF A ROCK PILLAR IN NIUCHANG ANCIENT UNDERGROUND CAVERNS IN LONGYOU COUNTY. JOURNAL OF ENGINEERING GEOLOGY, 14(4): 449-453.

    龙游牛场古地下洞室群岩柱的长期抗拉强度反演

    BACK ANALYSIS OF THE LONG-TERM TENSILE STRENGTH OF A ROCK PILLAR IN NIUCHANG ANCIENT UNDERGROUND CAVERNS IN LONGYOU COUNTY

    • 摘要: 在龙游县上畈村附近的牛场有一处由2个洞室组成的古地下洞室群。现场调查发现,在其中1号洞的岩柱1上出现了一条竖直的张开裂缝。据分析,这是上覆岩层对该岩柱施加过大荷载的结果,这一发现为本文研究岩体长期抗拉强度提供了条件。作者即以根据牛场古地下洞室群1号洞内岩柱1的拉裂现象为研究对象,根据最大拉应力论来反演岩体的长期抗拉强度。这不仅对长期强度研究具有理论意义,而且在古工程保护方面也具有应用价值。

       

      Abstract: Niuchang ancient underground caverns near Shangfan Village,Longyou County are composed of two caverns.Through field investigation,a vertical tensile crack was found in the No.1 rock pillar of No.1 cavern,which resulted from the overloading of upper rock layers.This paper presents the back analysis of the rock mass long-term tensile strength according to tensile cracks in the No.1 pillar,which not only helps to protect ancient engineering sites but also benefits the theoretical research on the long-term strength of rock mass.

       

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