CEE Seminars and Conferences
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This webinar will propose a reliability analysis for geosynthetic lined landfill slopes that employs the procedure in Duncan (2000) and a variation of 5-15% in the input parameters to assess the sensitivity of each parameter.
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The 2020 edition of the authoritative AASHTO LRFD Bridge Design Specifications in the USA has adopted the “Stiffness Method” for the internal stability design of geosynthetic mechanically stabilised earth (MSE) walls. The differences between the legacy Simplified Method (which appears in earlier editions of the AASHTO code) and the Stiffness Method are explained. 1.0 PDH