Please, please help me, note: I do not want any quotation or plagiarism It is decided to construct gravity retaining wall of height 'H' at certain location of AIRusail, Muscat.Geometric dimensions of the retaining wall can be referenced in figure 1. Perform suitablelaboratory test in order to find out soil properties such as weight density (0) and soil peakstrength parameters d' & c'. Bearing resistance of the soil beneath the wall is 'Qu' and the unitweight of the concrete is 25 kN/m3 (EN1991-1-1:2002). Ignore any passive resistance from thesoil in front of the wall. Design the retailing wall for the GEO (Design Approach 1) limit state ofEurocode 7.HBack Soil0.55 mFigure 1: Geometric dimensions of the retaining wall. It is decided to construct gravity retaining wall of height 'H' at certain location of AIRusail, Muscat.Geometric dimensions of the retaining wall can be referenced in figure 1. Perform suitablelaboratory test in order to find out soil properties such as weight density (0) and soil peakstrength parameters d' & c'. Bearing resistance of the soil beneath the wall is 'Qu' and the unitweight of the concrete is 25 kN/m3 (EN1991-1-1:2002). Ignore any passive resistance from thesoil in front of the wall. Design the retailing wall for the GEO (Design Approach 1) limit state ofEurocode 7.HBack Soil0.55 mFigure 1: Geometric dimensions of the retaining wall.

Given, Unit weight of concrete γ=25 kN/m3

It is decided to construct gravity retaining wall of height 'H' at certain location of AIRusail, Muscat. Geometric dimensions of the retaining wall can be referenced in figure 1. Perform suitable laboratory test in order to find out soil properties such as weight density (0) and soil peak strength parameters ' & c'. Bearing resistance of the soil beneath the wall is 'Qu' and the unit weight of the concrete is 25 kN/m3 (EN1991-1-1:2002). Ignore any passive resistance from the soil in front of the wall. Design the retailing wall for the GEO (Design Approach 1) limit state of Eurocode 7. Back Soil