Slope Failure Case Study In Malaysia

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Slope failure case study in malaysia. The objective of this study is to determine the cause of failure and evaluate the slope stability in order to propose remedial measure for stabilization. Analysis towards certain slope at malaysia is important due to many tragedy occurred effect by the slope failure. Even though soil nail was design in line with international practice slope failure still occurred. Jamaluddin 2006 based on the results of wideranging studies on many slope failure cases in malaysia emphasized the role of human factors such as inattention ineptitude lack of adequate.

Slope stability and dump stability u siva sankar sr. One of the impacts of climate change is slope failure. Responding to landslide hazards in rapidly developing malaysia. Back analysis can determine not only the material shear strength parameters but also give a better understanding of the failure which can.

The top slope fissure usually indicates acrisols low base and plasticity clay soil is saturated with water. An overview study on landslides disaster in malaysia stated. The purpose of this study is to analyze the slope stability at km 99 and 101 maran highway that carried out by using computer simulation software slope w by geoslope. By rule of thumb if you find stress fissure at the top slope the fos is around 1 1 to 1 2 where jkr guideline for slopes require around 2 0 2 5 for different criteria which forms the global stability requirements.

This slope is around 23 to 28 meter height and. A case of. This study explores the causes of highland towers 1993 landslide based on reliability analysis technique and taking into account the role of human. The purpose of this study is to analyze the slope failure using geostudio 2007 slope w software.

This study involves the study case of slope failure at kuala wau kertau road in maran pahang. Most of the landslides occur on manmade slopes and it is actually the consequence of the uncertainties carried by different contributing factors. The investigate slope discussed in this paper is located at persiaran endah and within 10 kilometers from kuala lumpur. The study will analyze one of the slope failures which are occur along the road which may not safe for the road user if the slope continued to fail.

Back analysis of failed slopes a case study. Slope failure case study in malaysia attention. Under manager project planning singareni collieries company ltd e mail ulimella. Slope engineering is primarily focused on landslides nowadays due to increasing number of its episodes.

The range of soil nail slope height up to more than 40m and then the gradient was normally range between 2 1 up to 4 1.