Active Earth Pressure on Retaining Walls with Layered Cohesive Backfills and Considering Cracking

Xi Yan Jiang; Su Wei Di

doi:10.4028/www.scientific.net/AMR.243-249.2786

Paper Titles

A Simplified Calculation Method for Spatial Effect in Large-Long-Deep Foundation Pit and its Analysis
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Evaluation of Aseismic Stability of Gangue Slope Based on Nonlinear Mohr-Coulomb Failure Criterion
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Theory Analysis of Temporal Correlation of Filling Body’s Stability
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Limit Analysis on Stability of Cracked Slope Induced by Earthquake
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Active Earth Pressure on Retaining Walls with Layered Cohesive Backfills and Considering Cracking
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3D FEM Parallel Computation Geostress Neural Network Analysis Based on Deep Comp 1800 Cluster System
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Unloading Triaxial Experimental Study on Stress Path of Excavated Soil Slope
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Foundation Design for the Shanghai Center Tower
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Study on Time-Space Motivation and Operation Mechanic of Landslide - A Case of Zhenzilin Landslide in Sichuan-Tibet Highway
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Active Earth Pressure on Retaining Walls with...

Active Earth Pressure on Retaining Walls with Layered Cohesive Backfills and Considering Cracking

Abstract:

Based on the method of level-layer analysis, with the sliding harmonious condition of layered backfills considered , the theoretical answers to the unit earth pressures , the resultant earth pressures and the points of application of the resultant earth pressures on retaining walls with layered cohesive backfills are set up . The comparisons are made with Rankine’s formula.