Mechanically Stabilized Earth (MSE Sample Clauses

Mechanically Stabilized Earth (MSE. Walls A. All MSE walls shall comply with the requirements of CAN/CSA S6 except that the capacity of the MSE wall shall be determined in accordance with AASHTO LRFD. B. MSE walls shall not be used for Transportation Structures crossing watercourses. C. Maximum reinforcement loads shall be calculated using the “Simplified Method” as presented in AASHTO LRFD. D. MSE wall embedment depths below finished grade shall not be less than the minimum depth provided in Table C11.10.2.2-1 “Guide for Minimum Front Face Embedment Depth” in the AASHTO LRFD Commentary, but shall not be less than 1 m. E. MSE wall backfill shall extend a minimum of 0.5 m beyond the end of the soil reinforcement. F. Mechanically stabilized earth walls are not permitted in locations where the wall is required to support a Structure.
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