Stability Analysis and Reinforcement Management of Slope

نویسندگان

چکیده

The sliding damage occurred on a slope site due to rainfall and other environmental conditions, the stability coefficient was calculated be 1.05 based numerical analysis model of investigation data, which did not meet reinforcement requirements code. after is 1.39, 32.4% higher than that before reinforcement, indicating scheme feasible.

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ژورنال

عنوان ژورنال: E3S web of conferences

سال: 2023

ISSN: ['2555-0403', '2267-1242']

DOI: https://doi.org/10.1051/e3sconf/202340604031