Slope Stability Analysis Method Of Account Back And Examination Of Tekke Landslide With Back Analysis Method

Abstract

One of the methods used in slope stability analysis is the method of back accounts. In the method provides the detection of unknown parameters from the parameters are known. In this study, which is one of slope stability methods back calculation method by including information about the method applied Tekke Landslide was investigated. There are the characteristics of the soil profle among the factors that control the slope stability. On addition there are additional loads can be located on the slope with topographic, geological, hydrological, climatic conditions and vibration forces. Ground material condition of Tekke Landslide on Antalya-Burdur highway were investigated and improvement works were carried out for path to enhance the existing standards. As a result of the assessment and accounts the most appropriate solution is found to be the fore piling applications for area available protect from landslides an increasing size. This situation has been deducted around the landslide areaso as to be properly drained. This situation was designed and implemented will not be allowedto the water inlets the bottom of the slope in landslide area