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Information Journal Paper

Title

A NEW ANALYTICAL METHOD FOR ANALYSIS OF ROCK SLOPES AGAINST BLOCK-FLEXURE TOPPLING FAILURE

Pages

  313-329

Abstract

FAILURE/fa?page=1&sort=1&ftyp=all&fgrp=all&fyrs=all" target="_blank">BLOCK-FLEXURE TOPPLING FAILURE is a common FAILURE of layered rock masses in ROCK SLOPES. In the FAILURE, rock blocks fail due to bending stresses and overturning. In this paper, initially, a brief review of toppling FAILURE in ROCK SLOPES is summarized. Then, a theoretical model is suggested for ROCK SLOPES with potential of FAILURE/fa?page=1&sort=1&ftyp=all&fgrp=all&fyrs=all" target="_blank">BLOCK-FLEXURE TOPPLING FAILURE, and consequently a new analytical approach is presented for analysis of the FAILURE. Next, a computer code is developed for assessment of ROCK SLOPES against FAILURE/fa?page=1&sort=1&ftyp=all&fgrp=all&fyrs=all" target="_blank">BLOCK-FLEXURE TOPPLING FAILURE on the basis of presented method in the paper. Finally, two case studies are analyzed by the new suggested approach and the theoretical and real results are compared.

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    APA: Copy

    AMINI, MAHDI, & VESHADI, M.A.. (2011). A NEW ANALYTICAL METHOD FOR ANALYSIS OF ROCK SLOPES AGAINST BLOCK-FLEXURE TOPPLING FAILURE. JOURNAL OF TRANSPORTATION RESEARCH, 7(4 (25)), 313-329. SID. https://sid.ir/paper/83899/en

    Vancouver: Copy

    AMINI MAHDI, VESHADI M.A.. A NEW ANALYTICAL METHOD FOR ANALYSIS OF ROCK SLOPES AGAINST BLOCK-FLEXURE TOPPLING FAILURE. JOURNAL OF TRANSPORTATION RESEARCH[Internet]. 2011;7(4 (25)):313-329. Available from: https://sid.ir/paper/83899/en

    IEEE: Copy

    MAHDI AMINI, and M.A. VESHADI, “A NEW ANALYTICAL METHOD FOR ANALYSIS OF ROCK SLOPES AGAINST BLOCK-FLEXURE TOPPLING FAILURE,” JOURNAL OF TRANSPORTATION RESEARCH, vol. 7, no. 4 (25), pp. 313–329, 2011, [Online]. Available: https://sid.ir/paper/83899/en

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