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Erschienen in: Rock Mechanics and Rock Engineering 5/2011

01.09.2011 | Original Paper

Determination of Rock Fracture Toughness K IIC and its Relationship with Tensile Strength

verfasst von: Yan Jin, Jianbo Yuan, Mian Chen, K. P. Chen, Yunhu Lu, Huaiying Wang

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 5/2011

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Abstract

Hydraulic fracture propagation is greatly influenced by mode-II fracture toughness since this is one of the factors which determine whether a fracture diverts. Direct measurement of rock fracture toughness is constrained by high cost, limited number of available cores and long turn around time. Therefore, to overcome these constrains, it is necessary to develop an effective mode-II fracture toughness test which can be used in a prediction analysis for deep rock formations. Consequently, a mode-II fracture toughness test system was designed for rocks using the straight-notched Brazilian disc (SNBD) test methodology. In the experiment, this system was used to test 20 rock samples from the WG oilfield. This enabled a fracture toughness prediction model to be established, based on an analysis of the test data. H341 acoustic, density and gamma-ray logging data were used to predict horizontal stresses and rock tensile strength. When combined with the mode-II fracture toughness prediction model, continuous values were predicted, which were successfully confirmed by field fracturing practices. It was confirmed, therefore, that this successful method met the need of providing continuous fracture toughness data during field fracturing operations.

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Metadaten
Titel
Determination of Rock Fracture Toughness K IIC and its Relationship with Tensile Strength
verfasst von
Yan Jin
Jianbo Yuan
Mian Chen
K. P. Chen
Yunhu Lu
Huaiying Wang
Publikationsdatum
01.09.2011
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 5/2011
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-011-0158-1

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