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Information Journal Paper

Title

PHYSICAL AND THEORETICAL MODELING OF ROCK SLOPES AGAINST BLOCK-FLEXURE TOPPLING FAILURE

Pages

  155-171

Abstract

 Block-flexure is the most common mode of toppling failure in natural and excavated rock slopes. In such failure, some rock blocks break due to tensile stresses and some overturn under their own weights and then all of them topple together. In this paper, first, a brief review of previous studies on toppling failures is presented. Then, the physical and mechanical properties of experimental modeling materials are summarized. Next, the PHYSICAL MODELING results of rock slopes with the potential of block-flexural toppling failures are explained and a new ANALYTICAL SOLUTION is proposed for the stability analysis of such slopes. The results of this method are compared with the outcomes of the experiments. The comparative studies show that the proposed analytical approach is appropriate for the stability analysis of rock slopes against block-flexure toppling failure. Finally, a real CASE STUDY is used for the practical verification of the suggested method.

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    APA: Copy

    AMINI, MEHDI, GHOLAMZADEH, MOHAMMAD, & KHOSRAVI, MOHAMMAD HOSSEIN. (2015). PHYSICAL AND THEORETICAL MODELING OF ROCK SLOPES AGAINST BLOCK-FLEXURE TOPPLING FAILURE. INTERNATIONAL JOURNAL OF MINING AND GEO-ENGINEERING, 49(2), 155-171. SID. https://sid.ir/paper/329970/en

    Vancouver: Copy

    AMINI MEHDI, GHOLAMZADEH MOHAMMAD, KHOSRAVI MOHAMMAD HOSSEIN. PHYSICAL AND THEORETICAL MODELING OF ROCK SLOPES AGAINST BLOCK-FLEXURE TOPPLING FAILURE. INTERNATIONAL JOURNAL OF MINING AND GEO-ENGINEERING[Internet]. 2015;49(2):155-171. Available from: https://sid.ir/paper/329970/en

    IEEE: Copy

    MEHDI AMINI, MOHAMMAD GHOLAMZADEH, and MOHAMMAD HOSSEIN KHOSRAVI, “PHYSICAL AND THEORETICAL MODELING OF ROCK SLOPES AGAINST BLOCK-FLEXURE TOPPLING FAILURE,” INTERNATIONAL JOURNAL OF MINING AND GEO-ENGINEERING, vol. 49, no. 2, pp. 155–171, 2015, [Online]. Available: https://sid.ir/paper/329970/en

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