渗透水压下岩体多裂纹相互作用的计算
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国家自然科学基金资助项目(10972238);中南林业科技大学2010年人才引进项目(104-0156、104-0155);湖南省教育厅青年项目(11B133)


A New Method for Analysis of Interaction of Rock Mass with Multiple Cracks under Seepage Pressure
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    摘要:

    根据断裂力学理论,建立渗透水压下多裂隙岩体的力学模型,运用叠加原理,推导远场应力和裂隙水压力共同作用下的多裂纹尖端应力强度因子的计算公式,并在此基础上探讨了近置多裂纹间的相互影响。计算结果表明,如果裂纹之间间距较小,裂纹的相互作用对裂纹尖端处的应力场影响较大,根据裂纹的相对几何位置和裂纹倾角变化,进行不同叠加后的应力场可产生2种效应,应力强度影响加强区与应力强度影响减弱区,当相邻裂纹尖端处于加强区时,该裂纹的应力强度因子将会变大,反之则变小。考虑裂纹间的相互作用与裂纹间的相对距离有关,随着裂纹间距的增大,计算所得出的应力强度因子值都趋于一个定值,该值为不考虑相邻裂纹的影响,计算单一裂纹所得到的应力强度因子值,即当裂纹间距>裂纹长度时,可以忽略邻近裂纹的相互作用对裂纹尖端应力场的影响。同时,裂隙渗透压的存在,显著影响裂纹尖端的应力场,各条裂纹尖端KI随着渗透压的增大而增加(使-KI逐渐减小),这表明渗透压抵消了一部分裂纹表面正应力。

    Abstract:

    According to the theory of fracture mechanics, the mechanical model of rock-mass with multi-cracks under the action of seepage pressure was set up. Based on the principle of superposition, the formula for calculating stress intensity factor (SIF) was built. The stress intensity factor of cracks in different conditions, such as different crack distance, different crack angle and different seepage pressure, were discussed. It is suggested that, if distance between two cracks is short, the interaction of cracks has significant influence on stress field of crack tip. According to the change of relative crack location and crack angle, the different superposed stress can produce two effects, stress field strengthen and stress field weaken. The stress intensity factor would be increased when the crack tip is in the stress strengthen area; otherwise this value would be decreased. The interaction of adjacent cracks is related to the distance between two cracks. As the crack distance increases, the SIF is close to a fixed value which is calculated without considering the interaction between cracks. Therefore, when the crack spacing is larger than crack length, the interaction between adjacent cracks can be ignored. The results also show that the seepage pressure significantly affects the stress field near crack tip, and the stress intensity factor KI increases along with the increase of seepage pressure (-KI decreases).

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杨慧,江学良,曹平.渗透水压下岩体多裂纹相互作用的计算[J].土木与环境工程学报(中英文),2011,33(6):19-24. YANG Hui, JIANG Xue liang, CAO Ping. A New Method for Analysis of Interaction of Rock Mass with Multiple Cracks under Seepage Pressure[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2011,33(6):19-24.10.11835/j. issn.1674-4764.2011.06.005

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