18 results with keyword: 'design of concrete cantilever retaining wall'
Where W is total weight of retaining wall including stem, footing, earth and surcharge.. If e B/6, the maximum and minimum footing pressure is
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soil but to inside part of the wall where soil mass has to be retained. The length of the heel is relatively larger. This is done in order to increase the self-
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Backfill Pa ... Surcharge Hor ... Seismic Water ... Footing Weight ... Backfill Weight ... Backfill Slope ... Vertical Load ... Surcharge Ver ... Resisting Shear ϕVc .....
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The design of gravity structures (including Concrete Segmental Reinforced Soil Structures, Segmental Concrete Gravity Retaining Walls and Reinforced Concrete Masonry
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While there is no ef- fect of the unit volume weight change is sight, the influ- ence of the wall height and the angle of internal friction change on optimal wall weight, on
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Hypothesis3 was tested through Independent sample test for which one continuous variable was Entrepreneurial intensions while the categorical variables respondents’
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If individuals are below the poverty line, their aspiration to escape poverty may be so strong that they are willing to invest in risky projects, even if this risky project yields
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Chetan Sharma, Vijay Baradiya “ Evaluation of the effect of lateral soil pressure on cantilever retaining wall with soil type variation” Journal of Mechanical and Civil
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Last case model of retaining wall is made stable by point bearing piles and horizontal , vertical displacement of cantilever retaining wall is reduced by
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From the lesson plan, the researcher found that teacher arranged basic competences correctly in a table, then from the basic competency, the teachers seperated it into
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A cantilever retaining wall is considered and is been modeled for the soil- structure interaction using finite element package SAP2000 Version 14.0.0.. Dynamic distress and
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suggested harmony search based algorithms for the optimum cost design of reinforced concrete cantilever retaining walls and combined the harmony search and particle
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The stability of retaining wall increased with width of heel plate or toe board or distance of uniform load increased, and decreased with height of retaining wall or value
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Several practical cases were solved and presented here in order to find out the effect of main design parameters such as wall height, surcharge load, angle of friction, steel
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