Research on Design Methods for Reinforced Earth Retaining Wall with Cohesive Backfill
WU Wen xue
DOI:10.11835/j.issn.1674-4764.2001.05.026
Received ,Revised August 30, 2001, Accepted , Available online July 01, 2015
Volume ,2001,Pages 124-129
- Abstract
For the stability analysis of the reinforced earth retaining wall with cohesive backfill, this paper assumes that the state of failure surface is circular sliding surface and the bearing capacity is straight line relation with capacity and length of the reinforcement strip. These formulas agree with actual state of the reinforced earth retaining wall with cohesive backfill and result in saving reinforcement material in the design.