INFLUENCE OF JOINT FREQUENCY ON THE STRENGTH PROPERTIES OF THE ROCK

Abstract

The geologically unstable nature of mountainous terrains has always been a cause for concern due to the occurrence of natural catastrophes such as slope failure and landslides. While we cannot permanently prevent these occurrences, we can develop strategies to mitigate their consequences. The Himalayan region, with its complex geology and tectonic instability, has always been particularly vulnerable to landslides, which have caused loss of life and property damage. To address this issue, this dissertation investigates the impact of joint frequency on rock strength properties in the study area. Field samples were collected, and extensive experimentation was conducted to analyse engineering properties. Using software for kinematic analysis, we were able to predict potentially weak zones. The results indicate that the strength of rocks in densely jointed regions is lower than that in less jointed areas. The findings of this research provide valuable insight into the geology of the study area and offer potential solutions to mitigate the risk of landslides. This study could be used to inform future infrastructure planning in mountainous regions and reduce the impact of natural disasters. It is hoped that the results will contribute to the development of effective strategies to mitigate the consequences of landslides and other natural catastrophes in the region.