Slope Failure Case Study In Malaysia

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.

Slope failure case study in malaysia. The investigate slope discussed in this paper is located at persiaran endah and within 10 kilometers from kuala lumpur. Most of the landslides occur on manmade slopes and it is actually the consequence of the uncertainties carried by different contributing factors. This study explores the causes of highland towers 1993 landslide based on reliability analysis technique and taking into account the role of human. A case of.

Types of slope failure. Slope engineering is primarily focused on landslides nowadays due to increasing number of its episodes. 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. Back analysis can determine not only the material shear strength parameters but also give a better understanding of the failure which can.

We will introduce a few types of slope failure that are common in soils. 1 failed portion of internal dump slope. Back analysis of failed slopes a case study. Even though soil nail was design in line with international practice slope failure still occurred.

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. The purpose of this study is to analyze the slope failure using geostudio 2007 slope w software. Failure surface and also it is difficult to simulate the are many avoided by performing the back analysis. This study involves the study case of slope failure at kuala wau kertau road in maran pahang.

In malaysia soil nail was installed with guniting for erosion protection at the soil nail area. This slope is around 23 to 28 meter height and. One of the impacts of climate change is slope failure. Responding to landslide hazards in rapidly developing malaysia.

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. Analysis towards certain slope at malaysia is important due to many tragedy occurred effect by the slope failure. Failure of a slope along a weak zone of soil is called a translational slide figure 16 2a. 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.