Calculation Method of Earth Pressure Considering Wall Displacement and Axial Stress Variations

Abstract

Current earth pressure calculation methods suffer from certain limitations because they do not consider the effect of retaining wall displacement. In this study, the soil behind the wall is assumed to be in a plane strain state, and drawing upon nonlinear elastic constitutive theory, an earth pressure calculation method is proposed, capable of considering both axial stress and wall displacement. To account for changes in soil modulus with confining pressure, the tangent modulus from the Duncan-Chang nonlinear model is introduced. Depending on the direction of the principal stress behind the retaining wall, the static earth pressure point, the major principal stress inflection point, and the minor principal stress second inflection point are determined. The conditions for the existence of the second inflection point are also given. These specific points, together with the limit earth pressure point, divide the earth pressures acting on the wall into six regions. The study provides earth pressure calculation formulas for T (translation) mode, RBT (rotation about a point below the base) mode, and RTT (rotation about a point above the top) mode based on the characteristics of wall displacement distribution in each mode. The proposed method exhibits good agreement with the test results, offering an effective approach for accurately calculating earth pressures related to displacement.

Performance of Pile–Wall System Adjacent to Footings

“…In addition, Smith and Smith [15] stated that a reduction in the lateral pressures takes place due to changing the state of soil from an at-rest to an active condition caused by retaining wall movement. Wang et al [16] and Dang et al [17] pointed out that the current methods computing earth pressure have some limitations due to a lack of consideration of the impact of retaining wall displacement.…”