Abstract

The soft rock and wet slopes increase landslides over 50 m long creep slide and risk assessment for long steep slide in Şırnak open-pit coal mining should be searched in asphaltite quarries. The Avgamasya quarries No1 and 2 at critical depths and road bench sites in Şırnak, reaching over 120 m height with 60–65° shale slopes, developing major creep factors and other factors for landslide in the deep quarry locations is resulting debris rock falling or free sliding. The pore pressure measurements by measurements of water levels in four wells and water flow counting as the mining safety in recent years. This research provided rock slope stability patterns and crack propagation control of the hazardous location and formation cracks. The stages of creep experimentation explored the geophysical characteristics and thaw and freeze testing of rock samples. For this aim, two different long sliding areas with similar geoseismical conditions, two main analyzing methods, and patterns of researches were developed. Firstly, data on crack propagation in situ rock shale faces over certain time periods were determined. Displacement measurements over highly saturated shale—limestone contacts over the base of crack counting in a meter scale such as Rock Quality Designation (RQD) scoring of drilling logs. Secondly, hydrological water level logs were taken into consideration. On the other hand, due to that creep effect over freeze crack propagation unseen cause instability over wet sliding surfaces over 50 m, long sliding surface matter over slopes, poly linear or circle type creep sliding or rock tumbling falling failure types, and GEO5 slope stability, slice analysis will be advantageous instead of Finite Element Method (FEM) method.

Highlights

  • The time-dependent failure propagation occurs on the local mountainous natural rockfalls in the hard winter conditions of freezing and thaw cycles observed on road slopes

  • Fractured, fractured, and altered creep saturated units were loaded to software as fill material as sliding saturated creep evaluated by the GEO5 slice analysis method

  • The hazard of the sharp slopes in the deep quarry was controlled with the slope stability analyses

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Summary

Introduction

The time-dependent failure propagation occurs on the local mountainous natural rockfalls in the hard winter conditions of freezing and thaw cycles observed on road slopes. Formations such as shale in the regional quarries allow crack propagation by freeze and thaw cycling in the winter climates [4, 5]. The freeze-thaw cycling time and crack texture were critical for creep behavior at the local slope durability [10–12]

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