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Rock and Soil Damage-Fracture Space Mechanics:the Divisional Damage-Fracture Theory

机译:岩土损伤 - 裂缝空间力学:分区损伤骨折理论

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This article points out each of the current analytical methods used in CT mechanics of rock and soil avail of observation, wasting the precious quantitative information of CT datum. Based on the conception of the intercepted section in the damage-fracture space,utilizing the knowledge of the set theory, the measure theory and the Lebesgue integral, the rock and soil material is classified as the safety zone, the damaging zone and the fractured zone. The problems such as the upper and the lower boundary surface of the damaging zone, the relative length of the fractured zone, the number and the space size of the cracks in the fractured zone are studied. Meanwhile, the paper defining the rules of compressing and expanding, establishing the rock and soil mass constitutive relation of the divisional damage-fracture space, simultaneously furthering to deduce the basic equation of the rock and soil damage-fracture space theory. If the damaging zone is merged into the safety zone or the fractured zone, the constitutive relation of the divisional damage-fracture space degenerates into breakage mechanics for geological materials presented by zhujiang Shen academician.
机译:本文指出了CT机械的每种分析方法,岩石和土壤利用观察,浪费了CT基准的珍贵量化信息。基于损伤部分在损伤部分的概念,利用设定理论的知识,测量理论和LEBESGUE积分,岩石和土壤材料被归类为安全区,破坏区和裂缝区。研究了破坏区的上边界和下边界表面,裂缝区的相对长度,裂缝区中的裂缝的相对长度的问题。同时,本文定义了压缩和扩展规则,建立了分区损伤空间的岩石和土壤质量组成关系,同时进一步推向岩土损伤 - 裂缝空间理论的基本方程。如果破坏区合并到安全区或裂缝区,则分区损伤空间的本构关系与珠江禅院院士的地质材料造成破损力学。

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