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    Fracture-Mechanical Properties of Mortar-to-Brick Interfaces 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 009
    Author(s): A. Schneemayer; C. Schranz; A. Kolbitsch; E. K. Tschegg
    Publisher: American Society of Civil Engineers
    Abstract: Buildings made of brick count for a large portion of Austrian buildings. For these masonry buildings, the compound between mortar and brick is essential. This study analyzes the fracture mechanical properties of mortar-brick ...
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    Fracture Behavior of Geosynthetic Interlayers in Road Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 005
    Author(s): E. K. Tschegg; R. J. A. Ehart; M. M. Ingruber
    Publisher: American Society of Civil Engineers
    Abstract: For different overlay systems currently used in practice (PGM 14, PGM-G, and TENSAR grid) the fracture behavior of the interface between interlayer and asphalt overlay as well as of the entire system is characterized and ...
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    Fracture Mechanical Behavior of Aggregate–Cement Matrix Interfaces 

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 004
    Author(s): E. K. Tschegg; H. M. Rotter; P. E. Roelfstra; U. Bourgund; P. Jussel
    Publisher: American Society of Civil Engineers
    Abstract: Cracks in concrete propagate preferentially along cement-aggregate interfaces. Therefore, these interfaces act like weak links. The fracture mechanical behavior of the interfaces can be described quantitatively by means ...
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