FURTHER STUDY ON ACTIVE SOIL PRESSURE ACTED ON RETAINING WALLS[J]. MECHANICS IN ENGINEERING, 1999, 21(3): 37-41. DOI: 10.6052/1000-0879-1999-101
Citation: FURTHER STUDY ON ACTIVE SOIL PRESSURE ACTED ON RETAINING WALLS[J]. MECHANICS IN ENGINEERING, 1999, 21(3): 37-41. DOI: 10.6052/1000-0879-1999-101

FURTHER STUDY ON ACTIVE SOIL PRESSURE ACTED ON RETAINING WALLS

  • Based on soil plasticity and limit analysis theory, and by using three-dimensional failuremodes of inclined cohesionless backfill, a general formula of upper bound values of soil pressure acted onrough retaining walls is proposed in this paper, andthe active soil pressure vs. different values of B/His discussesed
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