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Supplementary Notes: Stereonets

11 of 18 Erik Eberhardt UBC Geological Engineering EOSC 433 EOSC433: Geotechnical Engineering Practice & DesignSupplementary Notes: Stereonets2 of 18 Erik Eberhardt UBC Geological Engineering EOSC 433 Discontinuity MappingWindow mappingScanline mappingHudson & Harrison (1997)23 of 18 Erik Eberhardt UBC Geological Engineering EOSC 433 Discontinuity Mapping Remote SensingMahet al.(2013)3-D laser imagingis an emerging tool for discontinuity mapping. Acquisition is performed at a safe distance, including for inaccessible areas. Millions of high accuracy 3D data points are acquired in Cartesian space, and processed efficiently by automatic algorithms, leading to robust estimates of joint dipand dip of 18 Erik Eberhardt UBC Geological Engineering EOSC 433 Discontinuity MappingWyllie & Mah (2004)35 of 18 Erik Eberhardt UBC Geological Engineering EOSC 433 Stereographic ProjectionStereographic projection allows 3-D ori

automatic algorithms, leading to robust estimates of joint dip and dip direction. 4 of 18 Erik Eberhardt – UBC Geological Engineering EOSC 433 Discontinuity Mapping Wyllie & Mah (2004) 3 5 of 18 Erik Eberhardt – UBC Geological Engineering EOSC 433 Stereographic Projection ...

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Transcription of Supplementary Notes: Stereonets

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zz yy Stress & Strain: zx zy yz xy A review

www.eoas.ubc.ca

4 Stress as a Point Property Because the acting forces will vary according to the orientation of Awithin the slice, it is most useful to consider the normal tl stress( N/ A)and th d the sh hear stress ( S/ A) as the area Abecomes very small, eventually approaching zero.

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In Situ Stresses & Stress Measurement

www.eoas.ubc.ca

an unlined tunnel). Pressure tunnel minimum for unlined tunnel 8 of 64 Erik Eberhardt – UBC Geological Engineering EOSC 433 (2017) Presentation of In Situ Stress Data The stress state at a point in a rock mass is generally presented in terms of the magnitude and orientation of the principal stresses

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Introductory Guide to Zooplankton Identification

www.eoas.ubc.ca

Dissecting microscope and plankton manual ready for the identification of plankton . 6 About this Guide This is an Introductory Guide targeted at beginners to zooplankton identification: school and university students; those starting post-graduate work; and field workers. This Guide is not

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Lecture 4: Kinematic Analysis (Wedge Failure)

www.eoas.ubc.ca

Design Challenge: Rock Slope Stabilization Design: A rock slope with a history of block failures is to be stabilized through anchoring. 6 of 57 Erik Eberhardt – UBC Geological Engineering EOSC 433 (2017) Rock Mass Characterization - Discontinuities The main features of rock mass geometry include spacing and frequency,

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