Abstract

The mechanical strength is a fundamental characteristic of rock masses that can be empirically related to a number of properties and to the likelihood of instability phenomena. Direct field acquisition of mechanical information on tall cliffs, however, is challenging, particularly in coastal and alpine environments. Here, we propose a method to evaluate the compressive strength of rock blocks by monitoring their thermal behaviour over a 24-h period by infrared thermography. Using a drone-mounted thermal camera and a Schmidt (rebound) hammer, we surveyed granitoid and aphanitic blocks in a coastal cliff in south-east Sardinia, Italy. We observed a strong correlation between a simple cooling index, evaluated in the hours succeeding the temperature peak, and strength values estimated from rebound hammer test results. We also noticed different heating-cooling patterns in relation to the nature and structure of the rock blocks and to the size of the fractures. Although further validation is warranted in different morpho-lithological settings, we believe the proposed method may prove a valid tool for the characterisation of non-directly accessible rock faces, and may serve as a basis for the formulation, calibration, and validation of thermo-hydro-mechanical constitutive models.

Highlights

  • The mechanical characterisation of rock masses has been the object of extensive research for decades [1,2]

  • We demonstrate that the cooling trend of the rock blocks can be related with conventionally-evaluated rock strength values, and we define a cooling rate index (CRI) to obtain quantitative predictions through regression analysis

  • We have identified a strong correlation between the cooling rate index of rock blocks in a coastal cliff prone to rockfalls—evaluated through infrared thermography—and their compressive strength—evaluated by the rebound hammer test

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Summary

Introduction

The mechanical characterisation of rock masses has been the object of extensive research for decades [1,2]. Infrared thermography (IRT) is a remote sensing technique by which the surface temperature of a body can be evaluated from its thermal radiation [35,36,37,38,39]. IRT monitoring during cooling can inform on the degree of fracturing in the field [41] and porosity in the laboratory [56,57] These characteristics affect the mechanical strength [3]. Here we present preliminary results of an IRT application to the prediction of the compressive strength of rock blocks in a portion of a 30-m high landslide-prone coastal cliff (Cala Delfino, south-east Sardinia, Italy; Figure 1). Debris flow deposits (aea) are unsorted, chaotic angular clasts, blocks, plant remains, with some anthropic material in a fine sandy-silty matrix. Anthropic deposits (h1) from manufactures and filling materials are present

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