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  4. Fracture toughness of sandstone under dry, saturated and immerged conditions
 
master thesis

Fracture toughness of sandstone under dry, saturated and immerged conditions

Lemghari, Salma  
January 23, 2020

Water-induced strength reduction is one of the most critical causes of rock engineering disasters. Understanding the influence of water on the fracture toughness of rocks is necessary for rock fracture mechanics and rock engineering applications such as mining, tunneling, and the exploitation of deep geothermal reservoirs. However, only a few studies have been conducted to understand the effect of water on fracture properties such as fracture toughness. In this thesis, the effect of water on fracture toughness and fracture energy in several sandstones was investigated. First, several preliminary characterization tests were performed on all samples: P and S-wave velocity, porosity analysis, X-ray diffraction method, and thin section microscopic observation. CCNBD method was used to measure Mode I fracture toughness under dry, saturated and immerged conditions. Results show a decrease in fracture toughness and fracture energy after saturation and a higher decrease for immerged samples. The toughness reduction was larger for the most porous rocks and the one that contained a high percentage of phyllosilicates (clay minerals). We conclude that fracture toughness in sandstone is strongly affected by saturation, and mineralogy of the rock.

  • Details
  • Metrics
Type
master thesis
Author(s)
Lemghari, Salma  
Advisors
Violay, Marie  
Date Issued

2020-01-23

Total of pages

47 pages

Subjects

Fracture mechanics

•

fracture toughness

•

fracture energy

•

sandstone

•

laboratory experiments

•

CCNBD specimen

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mode I fracture toughness

•

saturated samples

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immerged samples

•

water weakening effect

Written at

EPFL

EPFL units
SGC  
LEMR  
Section
GC-S  
Available on Infoscience
January 23, 2020
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/164782
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