The simulation method of joint network,damage mechanics and the theory of joint tensor were applied to analysis of equivalent shear strength parameters(i.

 
  • 將節理裂隙視為巖體的損傷,利用巖體裂隙網(wǎng)絡(luò )模擬技術(shù)、損傷力學(xué)和節理張量理論對等效抗剪強度參數(即黏聚力和摩擦系數)進(jìn)行了研究。
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