Rock Slope Stability Analysis based on Terrestrial LiDAR and Scanline Survey on Karst Hills in Kinta Valley Geopark, Perak, Peninsular Malaysia

Abstract

The use of modern mapping technology is necessary in assessing slopes and cliffs, especially in tropical countries as it is mostly inaccessible and covered with thick vegetation which restricts the conventional data collection to only at the base of the cliff. Overhanging and sub-vertical characteristics of tropical karst hills in Kinta Valley together with highly fractured and day-lighting joints increase the possibility of rock slope failure. The problem statement of this research is how Terrestrial Laser Scanning (TLS) can assist the traditional survey in slope characterization. The main objective of this research was to assess the stability of the limestone hills in Kinta Valley based on the output provided by terrestrial LiDAR and scanline survey method. TLS helps engineers and geologists to collect a high number of discontinuity data where it is inaccessible for manual compass data measurement. A total number of about 13 cliffs on 4 limestone hills were assessed. Gunung Lang and Kek Lok Tong show major potential failure trending towards east, Gunung Lanno towards southwest, Kwan Yin Tong towards west, and Gunung Cheroh with three directions of failure which are pointed towards the south, southwest and southeast direction. The overall results showed that the orientation of the major joint sets and the direction of the failure greatly influence the karst hills morphology in the Kinta Valley. The integration of LiDAR method with the manual compass clinometer has become a better approach to assess the stability of limestone hills and other rock slope in the possible future.

The Use of Innovative Techniques for Management of High-Risk Coastal Areas, Mitigation of Earthquake-Triggered Landslide Risk and Responsible Coastal Development

“…However, the classical survey methods comprising conventional data collection, which have been proposed and applied in various environments and settings (e.g., [104,105], present significant problems. These problems have to do with the time and cost needed for implementing fieldwork, the safety of researchers during data acquisition and the coverage of the data collection [43,[106][107][108].…”

Observation of the rock slope thermal regime, coupled with crackmeter stability monitoring: initial results from three different sites in Czechia (central Europe)

“…It is necessary to mention that the destabilisation processes are rather slow and have a low magnitude in the central European midlatitude climate, because of lower temperature amplitudes, shorter periods of active freeze-thaw cycles and lower precipitation (Krautblatter and Moore, 2014;Hermans and Longva, 2012;Viles, 2013). Therefore, monitoring is necessary.…”

“…Large rockslides were monitored by Crosta et al (2017), Zangerl et al (2010), and Loew et al (2012) using a combination of remote sensing, geodetical network, and borehole inclinometers. Experimental monitoring systems aim to develop or test new sensors or approaches (Loew et al, 2017;Jaboyedoff et al, 2004Jaboyedoff et al, , 2011Chen et al, 2017;Hellmy et al, 2019) or to describe long-term processes of rock slope destabilisation (Fantini et al, 2016;Kromer et al, 2019;Du et al, 2017). However, these systems are sitespecific, and installation of a similar system within multiple sites is complicated and often financially demanding.…”