Evaluasi Perhitungan Dinding Penahan Tanah Type Kantilever dengan Menggunakan Metode Rangkine

Abstract

Soil has very important role in any construction work. Land is a place or a building construction materials of the building it self such as dikes, dams and other construction. Can also be a cause of external forces on buildings such as retaining walls. Wall or retaining wall construction that is used to provide stability of soil or other material that condition is not justified or feared in his natural slope and usually used to hold the elevation of the ground. From a variety of wall used should first know the technical and non-technical factors such as the use or choose an existing type, must first know all the properties and characteristic of the land in question so that we will be able to determine and select the optimal type of soil reinforcement and economic. To get an economic cross-section of course planning the retaining wall analyze like pressure, slope stability and construction plans that include active earth pressure, passive earth pressure, soil pressure silent and lateral earth pressure. Some methods or ways that can be done in determining the soil pressure like Rank method, method of coulomb, terzaghi method. Rank and coulomb method is a method which is the most common method used. In planning a retaining wall there are several types of types of retaining walls include gravity type retaining walls, retaining walls strut type, and type cantilever retaining wall. By knowing the properties if the soil and characteristic recommends then we will be able to determine and choose the shape and type of retaining wall and optimal economics the desired stability.