Design section of existing-new two-stage stacked cantilever retaining wall (unit:m).
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posted on 2024-02-09, 18:24 authored by Xuening Ma, Yuhang Liu, Zixiang Hao, Xu Wang, Youhai YangDesign section of existing-new two-stage stacked cantilever retaining wall (unit:m).
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slope failure modesliding surface passedstage retaining wallretaining wall togetheroverall sliding failurenew cantilever wallearth pressure behindlower wall heelupper wall ),existing cantilever wallfilling height behindearth pressurelower wallwall heightupper walllower edgenew twoheight limitfilling heightxlink ">results showpaper studiesoverall stabilitynumerical simulationlinear distributionlanzhou hubgradually decreasesgradually appliedfilling directionfill soilfield testdecreases slightlycertain depthcalculation methodarc shapealso compensatesactual project
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