蔡晓鸿. 圆形压力隧洞岩石抗力系数K的理论和计算[J]. 工程力学, 1988, 5(3): 100-108.
引用本文: 蔡晓鸿. 圆形压力隧洞岩石抗力系数K的理论和计算[J]. 工程力学, 1988, 5(3): 100-108.
Cai Xiaohong. THE THEORIES AND COMPUTATION OF THE ROCK RESISTANT FACTOR“K”IN CIRCUIAR PRESSURF TUNNEL[J]. Engineering Mechanics, 1988, 5(3): 100-108.
Citation: Cai Xiaohong. THE THEORIES AND COMPUTATION OF THE ROCK RESISTANT FACTOR“K”IN CIRCUIAR PRESSURF TUNNEL[J]. Engineering Mechanics, 1988, 5(3): 100-108.

圆形压力隧洞岩石抗力系数K的理论和计算

THE THEORIES AND COMPUTATION OF THE ROCK RESISTANT FACTOR“K”IN CIRCUIAR PRESSURF TUNNEL

  • 摘要: 木文分别给出了塑性强化理论,塑性软化流动理论、莫尔-库仓屈服理论下图形压力隧洞岩石抗力系数K的计算公式,揭示了它们与现行计算公式间的相互关系,指出了采用不同计算模型承受内压力的差异,以避免计算模型选择上的失误。

     

    Abstract: In this paber,the formulas for rock resistant foctor "K" in circular pr-essure funnel by the plastie harding theory,plastic softenning-flaw theo-ry and Mohr-Goulomb yield theory separately is presented.Besids this,the relafion of they and it witch is in force brought to light.The differnce of internal pressure witch from saparate ly variaus modules by the theories iS painted to avoid fault in the selection of comlwtation modules.

     

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