![]() It is extensively used in variety of situations such as highway engineering, railway engineering, bridge engineering and irrigation engineering. In this paper, various methods of RCC Cantilever Retaining structure are carried out by various researchers in different software.Ī retaining wall is one of the most important types of retaining structures. The effects of structures standing in a steep slope to each other are the main issue of cantilever retaining structure, as well as by-soil-structure interactions. The effect, on which the structures stands, especially in the highly seismic zones, the dynamic behavior of soil as well as retaining structure, should be well known by the designer. Highway Bridges, flyover, Tunnel, Dams, Reservoirs and Cannels are constructed and developing rapidly in the big cities as well as in the countryside, making the study of RCC Cantilever Retaining Wall as an essential part of structural design process to Control flood, landslide of backfilling and natural Phenomena and for the economic purpose. This is the major issue especially in the case of developing country where lot of earthwork is being carryout. As we live on 21st century a result of population boom and new technology of different engineering properties developed day to day life. This paper provides an innermost and the dynamics role of the RCC Cantilever Retaining Wall in soil strata of different region especially on hilly and mountainous area of Himalayan range, analysis depending upon the previous research paper done by using different software. ![]() ![]() The research shows that the CRW with RP is more economical and is more worthy than CRW. The findings of this research is drawn based on the results obtained using different models prepared in software, comparison of bending moments, requirement of tension reinforcement and these results are verified by manual analysis. The retaining wall with relieving platform (RW with RP) is shown to be cost-effective, more stable, and relieve the BM of the stem and heel portions than cantilever retaining wall (CRW). Laterally acting total earth pressure is depicted to be reduced due to the provision of relieving platform (RP). Software and analytical results such as bending moment, deflection, and stresses are also discussed in this paper. The cost and optimal cost are calculated as part of the relative analysis. It also depicts relative research such as bending moment, safety against overturning and sliding, expense and economy, between the retaining walls. The concept and study of a cantilever retaining wall and a cantilever retaining wall with relieving platform with elevations varying from 5 to 8 meters and having a safe bearing capacity of 160 KN/m2 are presented in this paper. From the study of mentioned literature, we can recommended to also show the graph of bending moment with height variation.īoth the designs are done for various heights ranging from 3 m to 6 m. Some authors have also shown the calculated factor of safety for different height conditions. It is also concluded from the study that the design of cantilever retaining wall is suitable, safe, and economical up to a height of 6m, after that banding moment at toe increases. Several authors show the calculated quantity of steel and concrete required for various heights of walls. Then the Results obtained from the manual calculation are then validated in STAAD pro. From the studied literature, many authors performed their calculations in Excel sheets by a manual method. In this paper, the study of literature based on the design of the cantilever retaining walls under seismic or dynamic conditions is studied. There are several types of retaining walls, out of them the cantilever retaining wall is adopted for present design and study. The important factors which are affecting the stability of the retaining wall are the distribution of earth pressure on the wall, material of backfill & its reaction against earth pressure. ![]() ![]() It is now becoming very essential to analyse the behaviour of retaining structures due to their wide infrastructural applications. ![]()
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