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This paper reports on the analytical method for behavior of earth retaining wall based on the step-by-step calculation, which is able to consider variation of lateral pressure by excavation or wall deformation. In order to examine earth pressure change when overburden pressure decreases, laboratory tests (triaxial tests) are conducted, and the analytical method using Winklerian model is built based on the experimental results. Simulation analyses of the field measurements at 8 sites (14 sections) are performed, the parameter setting method is proposed, and usability of the analytical method is confirmed.

STEP-BY-STEP ANALYTICAL METHOD AND ITS APPLICABILITY FOR BEHAVIOR OF EARTH RETAINING WALL CONSIDERING EXCAVATION PROCESS