bukit antarabangsa landslide case study

Rainfall-induced landslides in Hulu Kelang area, Malaysia

• Original Paper
• Published: 31 July 2013
• Volume 70 , pages 353–375, ( 2014 )

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• Min Lee Lee 1 ,
• Kim Yeong Ng 1 ,
• Yuk Feng Huang 1 &
• Wei Chao Li 2 , 3  

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Hulu Kelang is known as one of the most landslide-prone areas in Malaysia. The area has been constantly hit by landslide hazards since 1990s. This paper provides an insight into the mechanism of rainfall-induced landslide in the Hulu Kelang area. Rainfall patterns prior to the occurrences of five selected case studies were first analyzed. The results showed that daily rainfall information is insufficient for predicting landslides in the area. Rainfalls of longer durations, i.e., 3–30 days prior to the landslides should be incorporated into the prediction model. Numerical simulations on a selected case study demonstrated that both matric suction and factor of safety decreased steadily over time until they reached the lowest values on the day of landslide occurrence. Redistribution of infiltrated rainwater in the soil mass could be a reason for the slow response of failure mechanism to rainfall. Based on 21 rainfall-induced landslides that had occurred in the area, three rainfall thresholds were developed as attempts to predict the occurrence of rainfall-induced landslide. The rainfall intensity–duration threshold developed based on the local rainfall conditions provided a reasonably good prediction to the landslide occurrence. The cumulative 3- versus 30-day antecedent precipitation index threshold chart was capable of giving the most reliable prediction with the limiting threshold line for major landslide yielded a reliability of 97.6 %.

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Acknowledgments

The authors acknowledge and appreciate the provisions of rainfall and landslide data by the Ampang Jaya Municipal Council (MPAJ), the Slope Engineering Branch of Public Works Department, Malaysia (PWD), and the Department of Irrigation and Drainage, Malaysia (DID), without which this study would not have been possible.

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Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, 53300, Kuala Lumpur, Malaysia

Min Lee Lee, Kim Yeong Ng & Yuk Feng Huang

State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Beijing, 100048, China

Wei Chao Li

China Institute of Water Resources and Hydropower Research, Beijing, 100048, China

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Lee, M.L., Ng, K.Y., Huang, Y.F. et al. Rainfall-induced landslides in Hulu Kelang area, Malaysia. Nat Hazards 70 , 353–375 (2014). https://doi.org/10.1007/s11069-013-0814-8

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Received : 14 May 2012

Accepted : 21 July 2013

Published : 31 July 2013

Issue Date : January 2014

DOI : https://doi.org/10.1007/s11069-013-0814-8

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Geomorphological assessment of past landslides in tropical highlands – Case studies from Cameron Highlands and Kundasang, Malaysia

2020, Bulletin Of The Geological Society Of Malaysia

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• Vol 2, No 12 (2016)

A Study on the Contributing Factors of Major Landslides in Malaysia

Landslide is one of the most prominent geo-hazard that accounts for colossal losses every year. The contributing factors of landslides in Malaysia are reasonably different from rest of the world. According to a study, the most dominant factor that catalysis the slope failure in many countries of the world is geological conditions. However, in case of Malaysia; most of the landslides occur as a consequence of flawed design, improper construction and non-maintenance of slopes which correlates with the human errors. The statistics of Malaysia shows that highest number of landslides took place in 1996 with 71 cases which is followed by 68 cases in 1995. According to the findings of Highland Towers (1993) landslide, the main causes of failure were inaccuracies in design, poor supervision during the construction and inadequate drainage system. Similarly, in case of Taman Hillview and Bukit Antarabangsa landslide, it has been revealed that improper design practices and poor drainage system supplemented with prolonged rain were the significant causes of the cataclysm. Therefore, based on the investigations on retrospective landslides, this study proposes to incorporate Human Reliability Assessment technique as a part of working strategy for slopes along with strong adherence to the design guidelines in order to minimize the likelihood of landslides.

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Danish Kazmi NED University of Engineering & Technology, University Road, Karachi 75270, Pakistan

Sadaf Qasim NED University of Engineering & Technology, University Road, Karachi 75270, Pakistan

I.S.H Harahap Universiti Teknologi Petronas, Seri Iskandar, Perak 32610, Malaysia

Syed Baharom Universiti Teknologi Petronas, Seri Iskandar, Perak 32610, Malaysia

Muhammad Imran Universiti Teknologi Petronas, Seri Iskandar, Perak 32610, Malaysia

Sadia Moin NED University of Engineering & Technology, University Road, Karachi 75270, Pakistan

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Bukit Antarabangsa Landslide Malaysia Case study 2022

Added on   2022-09-15

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