Journal Title : International Journal of Modern Trends in Engineering and Science
Paper Title : DESIGN OF CANTILEVER RETAINING WALL WITH 6.632 M HEIGHT WITH INDIAN STANDARD
Volume 04 Issue 04 2017
ISSN no : 2348-3121
Page no: 291-296
Abstract – Retaining structures hold back soil or other loose material where an abrupt change in ground elevation occurs. The retained material or backfill material is push on the vertical member and that reason of wall is overturn or in some case slide it or both. Different type of Retaining wall is constructed like Gravity Retaining wall, Semi Gravity Retaining wall, Cantilevered retaining wall and counter fort retaining wall. The cantilever is the most common type of retaining wall is constructed in site. Here in this article presents Analysis and Design Cantilevered Retaining wall which is made from an internal stem of steel-reinforced, cast-in-place concrete. Detailed analyses and design for this type Retaining of walls which include estimation of primary basic dimensions of the Retaining wall, as per the adopt this dimension through Design of Retaining wall and must be calculated the different checks for design like stability, overturning and many other in this paper. The factor of safety against sliding, overturning and bearing were calculated. The shear resistance for the base, the tension stresses in the stem and the tension stresses for the base were checked. Here in the design of cantilever Retaining wall in the only Vertical member which is called Stem is only design and as per analyze the member Calculation of reinforcement for stem of the wall were done.
Keywords – Retaining wall, Cantilever, Vertical Stability, shear, Crack and Stress
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