Abstract

The Karakoram Highway links north Pakistan with southwest China. It passes through unique geomorphological, geological and tectonic setting. This study focused 200-km-long section of the highway starting from Besham until Chilas. Landslides are frequent and are mostly triggered by torrential rain during Monsoon and Westerlies, leading to highway blockade. Rockfall and debris flow are prime mode of slope failures. Regional to site-specific approach was implemented to assess risk associated with these two modes. Remote sensing-based techniques were used to identify potential hazardous sites, which were further investigated for risk assessment. Modified Pierson’s rockfall hazard rating system (RHRS) rated potential rockfalls, whereas semi-quantitative technique was employed to assess debris flows. Normalized scores of each site shaped the final map, further classified into four zones: very high, high, intermediate and low risk.

Highlights

  • The Karakoram Highway (KKH) is a lifeline of North Pakistan, of the Gilgit Baltistan

  • The highly fragmented Jijal complex and massive amphibolites have a large number of rockfalls along cut slopes

  • The Pattan earthquake triggered many rockfalls leading to severe damage on these two locations

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Summary

Introduction

The Karakoram Highway (KKH) is a lifeline of North Pakistan, of the Gilgit Baltistan. Factors controlling occurrence and its probability are different for each landslide process (rockfall and debris flow). Previous researchers used regional approach involving remote sensing, detailed field survey for simulations and statistical analysis of causative factors for risk assessment of debris slide and flows (Capra et al 2002; Hürlimann et al 2006; Gentile et al 2008; Liu et al 2009; Baumann et al 2010; Santi et al 2011; Wrachien and Mambretti, 2011; Lari et al 2011; Liang et al 2012; Chen et al 2012; Cui et al 2013; Ma et al 2013; Rickenmann, 2016;). Afterwards, detailed field survey was conducted to rate indexes responsible for its formation and initiation

Location and weather conditions
Landslide inventory
Material source of debris flow
Runout assessment
40–60 Limited catchment Ineffective
Kinematic analysis
Debris flow risk assessment
Analysis of landslide inventory
Risk analysis of rockfalls
Jijal rockfall
Chochang rockfall
Lotar rockfall
Yadgar rockfall
Pattan Bazar rockfall
Risk analysis of debris flows
Serai debris flow
Harbon Debris Flow
Risk map
Discussion and conclusion
Full Text
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